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HomeMy WebLinkAboutBP21-004PERMIT # SECTION _L TYPE OF WORK JOB LOCATION _ OWNER��J CONTRACTOR C EST. COST v0 # TCO # FOOTI N G FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING � RGH PLUMBING/ �� Is GAS � 7. Nw FEE (A"A 10�26, DATE FEE DATE INSPECTION RECORD SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL V i1� n. - 7 INSP YV17gn1s17ed &Seh-9e 7 f 5� 0 I -c)() // auJ /ve asky Pl y of 7)rlse �/��►-i ca l Co•�sul-i�S OTHER APPROVALS ARB BOT PB ZBA OTHER THIS BUILDING MUST BE POSTED WRH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; A PRIOR TO THE ISSUANCE OFA CEO AS REQUIRED BY Ny' STATE LAW, FINISHED BASEMENT NOT i APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT AS-BUlLT1FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION a9, VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 22-127 Certificate of ®rrup urp This is to certify that V/1 R)(c Brnok— Parm of. Rye tgrO(D k o N y, having duly filed an application on Aua, s� q 20 o29- requesting a Certificate of Occupancy for the premises known as, Rye Brook,NY, located in a���Zoning District and shown on the most current Tax Map as Section: • c 25 Block: Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.(:�? , issued /A20 , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: zs / one Faw);-Akl Construction: for the following purposes: QCJ-�eUt ��/7�/e 7—Q/�yl dwelb is m Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT APPROVE FOR USE AS A SEPARATE APARTMENT OR DWELLINGUNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in hei ht sJXI be m the building be moved from one location to another until a permit to accomplish such change has a uildi Inspector. SEP - 9 2022 Building Inspector,Village of Rye Brook: Date: FLU 19 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914) 939-0668 Christopher J.Bradbury R .ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M.Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE September 9,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 4 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.48 This document certifies that the work done under Mechanical Permit #21-169 issued on 11/5/2021 for the installation of a new gas furnace, a new condenser and related ductwork has been satisfactorily completed. Sincerely, �7�--- Nfichaelj. Izzo Building&Fire Inspector /to C•�c U.V1aJ��1 y t VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING&FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE September 9,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 4 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.48 Mechanical Permit#21-009 issued on 1/12/2021 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to DV� O MJ ( r't For office use only: BUILDING: " TMENT PERMIT# — y VILLA �OF RYE$�.00K ISSUED: — �— AUG 2 9 2022 938 KING STREIi��` YE BROOK,Nt YORK 10573 DATE: VILLAGE OF RYE BROOK j 9 -O0 FEE: 461C>-- PAID BUILDING DEPARTMENT APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION r►rrrraasrrrrrrrsrrrrssrusrrsss+r++rsrrssssasrssssre•rssrrrsrsrrrssssss+rrrrserarsra►+sa+♦rrrrsrrrurs++rrrrss►rrsrrs+rrsrss Address: 4 1ASM(aSf-c- Lgt l k 1914( 94DO L V*A( ( Occupancy/Use: rz it S Parcel ID#: 12 .25 ( , u- Amp,8 Zone: K D Ad ress:Owner: Z44( $2D6L PR21r, k S LC.0 ld H V�-tk6T P.fG1�GA� !-f�1 S� 32.5 �NK� ►�A S H� Q 8 DkV k ,0PMurJ-r aC r w�`4KWawyv CW-�s� w�r��(:p�r�S P.E./R.A. or Contractor: Person in responsible charge: K -w Am ai o4 L Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK, COUNTY OF WESTCHESTER as: W(l.l..E 1 rA IZ I It N L being duly swom,deposes and says that he/she resides at (Print Name of Applicant) �„, ,� / (No.and Street) in �mr-y o ,in the County of V tti(f�-Y( in the State of C T— ,that (CityiTown,Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S bq y,LP35 0 0 for the construction or alteration of: Si I-1h LtG r�Ai I L4 nW k1.L-{Xj h W( FI I`115"IC 6 'a1+�LlNwl�i'r Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this day of , 20 3 2• day of 20A,2—_ Signature of Property Owner Signature of Applicant 1l (JUX,%-'A-N-4, tvlt,t✓lam P-)Irq — Print Name of Property Owner Print Name of Applicant X Notary Public Notary Public C kWu A Boyd 43MIdoe A Boyd Now Ms.Sim of New York N0"lobk aft Of IVaw York 12 20-1 Na 0406166307 Noa 01B0616M ty Coo>roi M Expiry MayMayC21, �3 Lao Eqirft Mayq 21 saw 1,, 0-,3 a �E BRC�� BUILDING DEPARTMENT El BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS,:— t� � _�f/� I - - �4 Lei DATE: PERMIT# � 1 ' �'J ISSUED: z SECT: Z� BLOCK:_LOT:_ kAj LOCATION: ( H� �� �"- 1 / ! N OCCUPANCY: z i ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE 4RCq,�_ Foy BUILDING DEPARTMENT ❑BUILDING INSPECTOR tl ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook-org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 4 k DATE: �-- PERMIT#� ,Z l -'�DDL-f ISSUED: Z c SECT: (-LP,ZS BLOCK: LOT:-b LOCATION: l T-t�-�l L, �'J/ �rl r 1��•-�t OCCUPANCY: ? r ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK /� _ —?—�-� L� ►�-1 c A ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRCV�. cu � 1982 BUILDING DEPARTMENT ,Q,BUILDING IN ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- - --- - - - ADDRESS : A�St l DATE: PERMITS k -- 00`-F ISSUED: SECT: BLOCK: LOT: LOCATION: �fr-�� _-�t OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 4E DRC�k. BUILDING DEPARTMENT ` BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK I ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : HQ S W1 L y"'` 6 DATE: 2- PERMIT ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: `- 'n ❑ VIOLATION NOTED THE WORK IS... I ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING [I/,.'ROUGH FRAMING INSULATION �❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BRC��• 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - -- �- ADDRESS :_ � C4- \ ' ►,(yam DATE: r ` ` 2 PERMIT# •� \ v ISSUED: kZ SECT: ��_BLOCK: l LOT: LOCATION: OCCUPANCY' ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: 0` ROUGH PLUMBING �D ROUGH FRAMING ❑ INSULATION ]`NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL p OTHER QyE BRnv� 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR /ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /! ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- - - - ADDRESS :— v \�`\1"`"'J�" I� 1� 1-1 � DATE: PERMIT# ISSUED:JECT:� BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION n_ " REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION n ^ ^ ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BR(�k• �' z o`` tim w 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK / u CODE ENFORCEMENT OFFICER 938 KING ST-REET-RYE BROOK,NY.10573 (914)939-0668 FAx (914) 939-5801 www.ryebrook.org - - ---- - - -- -- - --- - - - INSPECTION REPORT - - -- ADDRESS:, DATE - - - --- - ---- --- ADD , �` ' V ! _ . ( � � • 9 PERMIT# WISSUED: ` SECT: Z�BLOCK: LOT:__L,.� LOCATI N: 00 1 k3f7l 1 f OCCUPANCY: `u ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REIECTED/REINSPECTION ❑ SITE INSPE TION R REQUIRED 0 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ RoUGHTRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS. ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �4 eBR BUILDING DEPARTMENT ❑BUILDING INSPECTOR [31ssisTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK Al, /�❑CODE ENFORCEMENT OFFICER 938 KING STREET-RYE BROOK,NY 10573 � (914)939-0668 FAx (914)939-5801 www.Uebrook.org ; i - - - - - - - ---------- - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - cnk ADDRESS: DATE: PERMIT# _ISSUED: ` SECT: ` BLOCK: LOT Y�7LOCATION: ,j ` _ OCCUPANCY• ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION- ❑ SITE INSPECTION REQUIRED ,Q'FOOTING �� �1 ( ' / �(WC ❑ FOOTING DRAINAGE ll ' ❑ FOUNDATION Cl UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING f ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER CB o ti� 1982 BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 www rxebrook.org - -- - - - - - - - - - - - --- - - - INSPECTION REPORT - - - -- - - - - - - - - - - ----- ADDRESS:. -Z .AAA^ t NIL-- DATE: s 2 �6 121 co t t 1 11'As PERMITS o a k ISSUED SECT: BLOCK: � LOT: r LOCATION: OCCUPANCY: I ❑ VIOLATION NOTUD THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL [}' OTHER � �� it y 198Z BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET• RYE BROOK,NY 10573 (914)939-0668 FAx (914) 939-5801 www.rycbrook.org - - - - -- - - - - - -- - - - - - - - INSPECTION REPORT - - - -- -- - - - - - - - ---- -- ADDRESS:- ' " ^'� _DATE: S ZI Z PE IT# Z+ ' ( � ( ISSUED: SECT: BLOCK: LOT: LOCATION: N P+�.- \�� r - � ` '"�Ll OCCUPANCY: Z-f ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS 0 FUEL TANK ❑ FIRE SPRINKLER 't'-rL �- ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 5rA**ssIsTANT BUILDING INSPECTOR VILLAGE ILLAGE OF RYE BROOK A❑CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 www ryebrook.orS -- -- -------- - --- --- - INSPECTION REPORT ---- ------------ ---- ADDRESS: �" C� DATE: - ISSUED:�'�" '''v ISSUED: ,l Z $ECT:1 L t. Z`- BLOCK: LOT: L LOCATION: J C� <z' -OCCUPANCY: -7 v ❑ VIOLATION NOTED THE WORK IS El"ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ! REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑' NATURAL GAS S 1 1 c--- 4 a 21 L ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER f Q3E DRC�j�, • 7982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR �PASBISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK / j J CODE ENFORCEMENT OFFICER 938 KING STREET •RYE BROOK,NY 10573 (914) 939-0668 FAX (914)939-5801 www rygbrook.org ---- - - - - - - - -- ------ - INSPECTION REPORT --- - - - - - -- -- ---,---- ADDRESS: \n 'y' DATE: t t-�- a lr SECT: �T PERMIT# " �� ISSUED: � � BLOCK: LOT: ` LOCATION: 111 1 � � OCCUPANCY' ❑ VIOLATION NOTED THE WORK IS... 0 ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑/ FOOTING f❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING T ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINALYLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER f y I 9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /❑CODE ENFORCEMENT OFFICER 938 ICING STREET• RYE BROOK,NY 10573 (914)939-0668 FAX (914) 939-5801 www ryebrook.or8 - --- - - -- - - - - --- -- - -- INSPECTION REPORT - - -- - - - - - - -- - - - - - - - - ADDRESS: `2 (-3 C�'1 1 V� DATE: ` (� -Z l- PERMIT# CC) �I , ISSUED: (�!Z` �� SECT: BLOCK: � LOT: ' (I { C ^,,t S OCCUPANCY: Q LOCATION: ❑ VIOLATION NOTED THE WORK IS... U ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION �I (�(t V� / REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: ,❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 1 �E BRc�� o� tim 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR - ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET -RYE BROOK,NY 10573 (914)939-0668 FAx (914) 939-5801 w%M.ff&brook.org - - - - - - - - - - - - - - - - - - - - INSPECTIONREPORT - - - -- - - - - - - - - - - - - - - - ADDRESS: '� 4 L` �-=% S (-n , {j`\ DATE: PERMIT# CX)G>-ISSUED: ECT. 1 BLOCK: LOT: ! f LOCATION: - 4 n I OCCUPANCY: 0 VIOLATION NO �U ,\HE O Q ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION [UNDERGROUND PLUMBING Qorn,%V I�OTES ON INSPECTION: ❑ ROUGH PLUMBING`NSt qq�' 1..� ❑ ROUGH FRAMING `V lf ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER G� BA BUILDING DEPARTMENT ❑BUILDING INSPECTOR ZP4SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK C CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www UebrooLors --- - - - - - - - - - - - - - - ---- INSPECTION REPORT -- - - - - - -- - - - - -- - - - - ADDRESS: �J ��'iS� 1 ,N� L DATE: � (4 I I oc) l ) PERMIT# . ISSUED: 1 �2`�SECT: l 2 BLOCK: LOT: LOCATION: (__7I V ( S OCCUPANCY: r, �0 ❑ VIOLATION NOTED THE WORK IS... / ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ 'FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 2---UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH'PLUMBING ❑ ROUGH FRAMING �V ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 1 Q�E BR(��• BUILDING DEPARTMENT ❑BUILDING INSPECTOR []ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /1111 CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914) 939-0668 FAx (914)939-5801 www.ryebrook.org - - - - - - - ------- -- --- INSPECTION REPORT -- - --- - - - --- --- - --- - ADDRESS : � DATE: !3 -Qc y _ PERMIT'# 50 ISSUED: t ' �$ECT• _7�BLOCK: LOT: �S LOCATION: � . c-, OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... El' ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ` �J Q OOTING DRAINAGE FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL-GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Q�E t7 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.nLebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : No DATE: \ 1 PERMIT# ISSUED: I� Z`SECT: (-151 BLOCK:�_LOT: LOCATION: U OCCUPANCY: V ❑ VIOLATION NOTED THE WORK IS... ❑ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION // REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE { R-"-FOUNDATION ❑ UNDERGROUND PLUMBING \ NOTES ON INSPECTION: p ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS p L.P.GAS 1 CM p FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BRC��. 0 y� '9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR eS SISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - -- -- - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : � y 1 Q- Lr-A '� ` DATE: ` 1 PERMIT# e -2 ' ISSUED: A 1-2 -Z JECT: 1 .-)LOCK: ` LOT: ( �� LOCATION: C-)s OCCUPANCY: 2-� ❑ VIOLATION NOTED THE WORK IS.. ACCEPTED ❑ REJECTED/REINSPECTION ❑ ITE INSPECTION ` REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION \ _ n c ❑ NATURAL GAS 1� 1 \0l ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER OD �C O N N h-•a O� toCA w en mg GC K ^ M O W 00 ON en � bf hr■I � Z c 0 V1 A v w �, , � � � s � W a p Q co z co w A z H oo Q w z w� IS o ' 0*14 a Q c7 Z a w � � U F Oc M.y W a U ►� a, cx � w o �W � F E_— (� ~ z U Q 3 w V N ° S �. .. � ° °a w o 414144414N41e9414;41494194414449499441414141441414141414446494444 BUILDING Ilk ARTMENT VILLAGE OF RYE BROOK R APR 13 2021 3D 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 VILLAGE OF RYE BROOK �,NiNAv.ryebrook.org BUILDING_ DEPARTMENT ELECTRICAL PERMIT APPLICATION Westch r County Master Electricians License Required FOR OFFICE USE. ONLY 21-004 EP#: 7 Approval Date: APR 1 5 Permit Fee: $ Approval Signature: Other: Disapproved: 4410, (fees are non-refundable) Application dated,04-12-21 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. LAddress: 4 Jasmine Lane SBL: 129.25-1-1.448 zone: PUD 2.Property owner: SC Rye Brook Partners,LLC Address: SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 Phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage ,�*xxxxxxxx*xxxxxxxxKxx*********************xxxKx*xxxxx*****xxKKxxxxxxxxxxxxxxxxxxxxxKxxxxxxxxxxx*****xx** STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M_ Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney.etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ,20 day A,20 Signature of Property Owner Signature of Applicant Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/21/19 WatcheSter Rockland Electrical Inspection Services, Inc. 'y Phone:k914- ,3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 47-3596 Elmsford, NY 10523 BU IT NO. TEMP# DATE O� CITY OR VILLAGE ZIP CODE �i TOWNSHIP U STREETjAN�. ROAD - NUMBER j BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION -BLOCK v OCCUPANTS NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS ' HOME TELEPHONE NUMBER CURRENT SUPPLIED BY r FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION F7 ' OUTSIDE � '-� BASEMENT 1'FL. 7-FL. 3-FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: � �� ti✓LJ � � 1'�itiTs THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT,THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS, INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. )NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT �N%E�t -1�uSL%L'1cr��cfc f_ � y-/zi Ix �TAEET ADDRESS� TELEPHONE NO. - ��) r✓ / C5 CR1 / E ZIP CODE :7' 1 LICENSE NO.WHEN APPLICABLE / r : Ln r ^ N w N N ao 0000 a Q z x o O x rN-+ Lr) ^ W \ O o Zo O eq H N °D O x `� N U z (! F+y W W Q o a z 3 J wC)o W O A F"y w o��. z z z �- ' w U V W sZ r-� `- ~ 5� w a z � GG J. f V a a o zz ° f H a z a Q cVn w � o o rpTG z w w H Oo z z2 Ln o � p �C� COM� BUILDING DEPARTMENT AUG - 2 2022 19 VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 BUILDING DEPARTMENT (914)939-0668 www.tyebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 21-004 EP#: 3 0 - I Approval Date: AUG - 3202 Permit Fee: $ Approval Signature: Other: ******************************* ***************************************************************** Application dated, 6-24-22 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. i.Address: 4 Jasmine Lane SBL: 129.25-1-1.48 zone: PUD 2.Property Owner: SC Rye Brook Partners I I C Address: 5 International Drove Phone#: 914-481-1531 Cell#: 914-761-2500 email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye NY 10580 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino(cDenterpriseelee.com Company Name:-Enterprise Electrical Consulting Address: 3881 Danbury Road Brewster, NY 10509 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage 5.311 Party Electrical Inspection Agency: State Wide Inspection Services, Inc. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Swom to before me this Sworn re in is day of 120 day of Zp -- Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner pine of Applicant Notary Public No Public SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified In Westchester County 623/2022 Commission Expires January 29.2023 STATEWIDE • 1080 I office@swisny.com SWIS JOB APPLICATION ;. 1 914.219.1062 • • mm Office Use Elect.Permit# LV - Date Bldg Permit# Utility ID# Final Certificate# City/Village 101` ,r,,,�/ Zip /�� Township County UJ Address [1 � � �1����-�— Cross Street Sectioh , Block Lo� c , 4 s`, , i Owner Name/Address(If different than above)SC Contact Number Basement 211 st FI. 2nd Fl. ❑3rd FI. More Than 3 FI. ❑Garage ^�llL❑Attic ❑Outside -Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1P 3P #Meters #Disconnect ❑Underground ew ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information / Pei AUG - 2 2022 11 VILLRGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SW1S.This application is intended to cover the above listed items to be inspected,If at arty time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant,owner Of authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Ll Company Nar16)_r �P LL �i�1 Date 14 /�22 Signature ' Address P0 OX 13 City/State /%i, Zip Code C License# 51 Phone# _ 2 V i State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 a 845 202-7224 Phone 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: offlceC@swisny.com Service With Integrity Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Properties PO Box 713 4 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at: 4 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: 22-165 129.25 lA Certificate Number: 2022-4629 Building Permit Number: 21-004 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at:4 Jasmine Lane, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Attic,Garage,and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 12th day of August 2022. Name Quantity Rating Circuit Type Receptacles 63 Switches 32 Incandescent Luminaires 12 Under Cabinet LV Lights 02 Recessed Luminaires 42 Gas Range 01 Dishwasher 01 Exhaust Fans 04 Gas Furnaces 02 Electric Heater 01 Dimmers 23 Disconnect 01 200AM P Electric Water Heater 01 HVAC System 01 Sump Pump 01 Name Quantity Rating Circuit Type Panel 01 42 22SAMP GFCI 14 Smoke Detectors 04 C/O Smoke Detectors 04 Microwave 01 Refrigerator 01 Disposal 01 State Wide Inspection Services did not perform a Rough inspection (Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. Officer: Frank 1. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. N M M A, `~ z H � - ., p a 00 3 ti W n 00 LL. x N 00 0 . i--� r-+ zoo d x w O w .- c c �" can a � O C cn In co w A c� W x 00 U W �% J U O z p W 0 a s ,� Uz A ? � z a z > Q V 00 ~ Ono c O c zZ z W u' 0 Z w c z � 1 a x F 1 0.4 z A = C.�Al �4414414 a a 4 AAaa4aa4a414144194144;a4464 aa9aai ED �EBRCv� � isCEN BUIL MENT vIl OK DEC 2 9 2021 938 KIN NY 10573 (914)9 939-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT c.or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: '2? I—C6q PP#: 02 -a o 7 Approval Date: DEC " O , Permit Fee: S Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated, 1,2 L2r4/2 I is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing w(k will be in conformance with I applicable Federal,State,County and Local Codes. 1.Address: 4 0SWN"ne La" C\US�K r V--i )"' -0qg SBL: � g.0a� /440 Zone: P� 2.Proposed Work: .?\QN\ ,,rc, �0 hew S knnI C '�-C�� ,L{ ( uje(li j ''�r�n:Sti-rill rn�c,4 3.Property Owner: SC brooi ? A 6 I.-LC Address: 4 Wtsk (Z{A 00 rL Ln,S"���33S .lk)t.je-Ora nSc/Jy Phone#: MIL4 ��,I �500 Cell#� I`-1 �' SO�(• email: Naobos Covin 4.Master Plumber:. 1 e6fCt%ILH Address: Lic.#: (110 Phone#: 416)-193- 61 Cell#: I R�15 qS CU61 email: Company Name:OebrAS m 'RWw% ;m , RecA ; �avbnR Address: 10%q LA v-J 1 5 611 INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement t t l 1st Floor , 2nd Floor LA 1 l 1 l 3'Floor 4'Floor 51 Floor Exterior 5.* List Other Equipment/Provide Details: Oe (Notarized Signatures Required Next 2 Pages) 3/21/19 STATE OF NEW YORK,COUNTY OF WI STCHESTER PEW) Nebrc sr y __ ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the ,F)UMi9iN opr-tyae4o,, for the legal owner and is duly authorized to snake and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are trite to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details asset forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 3 ( Ste• Sworn to before me this day of ( c 20p?o day of ,20 aU S�_A� Signatu F rty Owner SS earta� lica j D t."ec., ; _ Paul N1ebos ,— Print Name of Property Owner Print Name of Applicant �j1262 e bJ, ka. v Notary Public - A Boyd Notary Pu t' PuLio,St 0111 Of New York Not,01106166307 Qwli6ed in wakhata county Comb"Expires May 21,2@01-2 0:1-3 This application trust be properly completed in its entirety and must include the u�rarrccv�to w+,�o�.� the legal owner(s)ol'the subject property,and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01 AB6378708 Qualified In Orange County MY Commission Expires 07.30.2022 301/19 0 , o v s � � C i 4 ;� = v'a U O 'EO > E i i W v,r u id > _ "o O to Au v C > E v U = 'O �d 1, co Lij Jo- rT w � 3 � r�+ � � �' O� � � v '-- vv cry m •= �q � Imo+ � �"i V 00 c •is .c v G tf � O E crd L Lid CN L�rr C MCI h� M U Y �-- O ^� � '' > •� E o y � a� u w F U W Z � Lb � � p c f u y •. � rl Z ISM F" U C E- 4 f c m i c `ia•°-�i0E Gr v EE 2' Z a v V z Q = as a. n. a a i BUILv d ARTMENT VIL E OF RY OK 9 2020 938 KING �`� ',ET RYE BR � ,NY 10573 (914)9.4.. 9,039-5801 VILLGEEOF RYE BROOK W". BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY:Approval Date:�nN 1 1 1 `' 1- MP#:AI-00%�] Application Fee.% Approval Signature: \ Permit Fees:$ _ Disapproved: _ Other: Application dated: 5=31— 1 is hereby made to the Building Inspector of the Village of Rye Brook NY liar the issuance ofa Permit to install a Dire Suppression System as per detailed statement described below. I. Job Address: �{ . La,,. - 2 y - ---Parcel LD.: laot,al5- \- 1.t-4A lone:_PU 2. Proposed System(Describe system in detail including suppression agent): I-PAZ olel"kler g �cm +hrouat ----- 3. Number&"I'ypes of Fire Sprinkler Heads: 3�- - 4. N.Y State Construction Classification: 5B N.Y.State Use Classification:_P;L_ 5. Cost of Installation:$ (Cost shall include all labor.materials.fixed equipment.professional lees.and materials and labor which may be donated gratis.) G. Property Owner: (J L Rve_ N�roo y— PGrtr,e r -,_ Address:F30 Phone#(518).4Ca—5rQ,(. Cell# Applicant: �----- --Address: l 5„ �,1 F6,y— Piece_ M*jddktkc&cpA�CT Phone# r. Cell# Owl ac -v}►�\a, email: r_1,,Mf.dez mCud-%A r e .gym Architect/Engineer: W �u\1 �tar� ErT Gtr1e Address: 5�9 Mair,g+rt gsji}�jCli L ,o�te�TMA J 0alact-ttp} Phone# r c_51L-,11 wale, . Q om U1 General Contractor: ��C1[?��� �p_ �w � �„�ddress:3 .� �of,�k q�enuL Pcu.�l ��►�t 1a56'� Phone#_(F3!l RIS5-91 66 Cell# email: 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCI IESTER ) as: ..lac -e�r.�k+� ,being duly sworn,deposes and states that he/she is the applicant above named, (print dine of indivi ual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the r a Y Fire PFtFee}io _for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention & Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to betbre me this Sworn to bel6re me this Mo.y day of , 20 day of 31 , 2014- Signature of property Owner Siiggnnature WrApplicant I' Print Name of property Owner Print Name of Applicant Notary Public Notary Public MICHAEL SILVA NOTARY PUBLIC MY COMMISSION EXPIRES OCT.31,2022 I'xlh _ rl • v f f w W oo c. a , ►� OM w N75 O i n 2 72w 1�y 00 00 ON /" i � C � � � z � p•, b O A - = i G1 M U � � SvQuA z cx x ►.� eWc ao° w00 � � . rn (� f �I M � x v C+ x F o r W ai a 114 � Nb f � � c��njj Q U cA Z8 -.� z CL� w 0 u F � oZ _ O O F g W w � .y x v v a 4 w 11 9 oai A. " A z A c � f BUILDJN - TMENT pD* V I VIL E OF RYOOK DD 938 KING ET RYE BRO ,NY 10573 NOV -4 2021 4 � `� VILLAGE OF RYE BROOK BUILDING DEPARTMENT t APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: P P J 1- 170 Approval Date: Nov Permit Fee: $ tDco /06 Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)& Workers Compensation Insurance on a NYS Board form (Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL= $100.00/unit• COMMERCIAL, = $350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. Application dated, — —oZ is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations.11 I. Address: I y :! ( S llx c L A n C SBL• 9_a5_l �, 5f�one PU D� 2. Property Owner: S[ eve*e* 6 i k Address: Phone#: Cell#: email: 3. Contractor: To C,it.). I- Address: ?d fw 3 S-1 IMt 16 Phone#: Ob'%- ,A 3 71 V Cell#: email: A� a 4c 4. Applicant: ?h t I C c,r t, Address: Phone#: ab 3_ S 4 f- I l? Cell#: email: 5. Scope of Work:New Installation(.,I-Replacement( )•Removal( )•Other( ): st/ 6. List Equipment: C k!S fvr A 4, !c (va A rL) • ✓ 7. Location of Equipment: A T 1 L 8. Method/of Installation/Removal(list all equipment needed to perform job): Z t IL 11 /7 1 j - GG►J f�Y���� 4 a n Ytn�Mi 1 8/12/2021 STATE R"FI NEW Y(�RK,COUNTY OF WESTCHESTER ) as: 10 ,J t.c-,✓y ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the I I(;a At,t...fd- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ,20 day of ���V� ,202 N Signature of Property Owner Signature of licant �I Jqn e V ✓b Print Name of Property Owner PriqqName of A licant TRISHA MARTINEZ C-"- Notary Public NOTARY PUBLIC-STATE OF NEW YORK Notary Public No.01 MAS331843 Qualified in Dutchess County My Commission Expires 10-19-2023 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 8/12/2021 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 961.AFUE in upflow and horizontal positions. - --- Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0% at 1.0 in. W.C. and cabinet air leakage less than 1.4°o at 0 5 in. W.0 when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications (0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420)with accessory (order separately) • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ. primary heat exchanger • Stainless steel secondary heat exchanger Illustrations and prtotographs are only representative • High temperature limit control prevents overheating Some product models may vary • Direct ignition with Silicon Nitride ignitor • High quality, corrosion-resistant, prepainted steel cabinet WARNING EASIER TO INSTALL AND SERVICE • Direct vent (2--pipe), single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury, air death,and/or property damage. • 24 VAC humidifier terminal &electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35" (889mm) high. for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is • Innovative knobs for easydoor removal and secure installed. Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas, with propane gas conversion kits available cE s r s y • Four position- upflow/downflow/horizorltal (left/right) installation ENER13UIDE• At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal A..wFou._b.Few(AFM applications with accessory (order separately) • Concentric vent available T t. cFRT I F\*, QD • Self diagnostics with super bright LED WWI • Slide out heat exchanger and blower assembly LIMITED WARRANTY * n% 82% or. 97% �n • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limiteds. CERTIFIED CERTIFIED warranty * For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Use of the AHRI Cew"ed TM Mork irelcrea a menufactwara oeroc4solm m the program For other applications. erikmbn of c.rtficatb to<tndnMual prod-u go to—e ahnanector,mg Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow @.5 In.w.c.(125 Pa) Inches(Millimeters) Lbs(Kg) 9 0261408 40 0 00 96.0% 95.0% 400 x 14 /1 x 2 -1/ (889 x 361 x 50) 1 (54 9 0401410 40.000 96.0% 95.0% 625-905 35 x 14- /16 x 29-1/2(889 x 361 x 0) 1 ) N9 040171 40.000 96.0% 95.0% 650-1050 35 x 1 -1/2 x 29-1/2 889 x 445 x 750) 1 ( 1 N9MSE0601410A 60,000 9 .57G 95.0% 675-1130 35 x 14-3/16 x 29-1/ (889 x 361 x 750) 127(57 N9MSE0601714A 60.000 96.0% 95.0% 650-14 x 1 -1 x -1 x 445 x 144 65) N9 M SE080171-6780.0 00 96.0% 95.0% 810-1 x 17-1/2 x -1 (889 x 445 x 7 0) 154(69) N9 0802120A 8Q000 96.0% 95.0% 1335-1970 35 x 21 x -1 889 x 533 x 750) 162(73) 9 M S E 1 002114 100, 95.0% 915-1545 35 x 21 x 29-1 889 x 533 x 750) 169(76) N9MS 1002120 100.000 _96.6Z9 95.0% 1345-2065 35 x x -1 (889 x 533 x 750) 169(76) 9 S 1202420 120,000 1 96.0% 95. 1320- 10 x -1 x -1 x 622 x 750) 186(84) -N-999r-14-0-T4_20A 140.000 1 96.0% 94. 1290- x -1 x -1/ x 622 x 750) 190(86 [w..i[.•1Mw•«••..M. M•I.—•AMw.A A A n 4 4 A A n7 n L 4 n 05 14 O NXA6 Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz REFRIGERATION CIRCUITJIFIN .1i • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation • Copper tube / aluminum fin coil EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins • Coated. weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra protection LIMITED WARRANTY* r, Ths Vo*,a has been desq'ied sw rtrn,Ise,.a to meet ENERGY STAR criteria for awW ailon y what • 5 year compressor limited warranty matChBd wth apprc Me coilowponarY• Hamm, vapor ratrtgwn dtarge and proper or Sow are o*cd `o acha r� ° ard `�O•"y `'si'""`°"d• 5 year Parts limited warranty (includingcompressor and prod the mera,fam.ers refrigerant coil) awrOv and dr Saw trsuuoom FaA n to oartfrm Proper dwpe and aklbw may'educe—rw Y -With timely registration, an additional 5 year parts limited "d'hO'•"• "iif. warranty (including compressor and coil) * For owner occupied, residential applications only. See CERTIFIED warranty certificate for complete details and U� US restrictions, including warranty for other applications. LISTED Use of the AHRt Certified TM Mark mocates n manalacturer'S participation T the program Foi y ',f cation of cenificanw fa n.:vrd.a D,oducrs 90 t0 www ahndvectory org Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship I Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth In. (mm) Weight lbs.(kg) NXA618GKA 1 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154; 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 2'/' 30,000 16.8 25 32-5/16 x 31-3/16 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 175 30 28-516 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 31/z 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/ 120) NXA660GKB 5 60,000 32A 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) SDe,*tcations sugect to change without noticF 421 11 6201 05 5/17/19 *CI,e�ter D C C� C �M C go�.c M AUG 13 2021 George Latimer VILLAGE OF RY- BROOK County Executive BUILDING DEPARTMENT Sherlita Amler,Dill Commissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13328-21-DCDA Application for Backflow Prevention Device Kingfield Development 4 Jasmine Lane Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013 pdf . NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow(a�westchestergov.com . Respectfully, 4�&D Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg. Insp. — Rye Brook File , �11 RECYCLE Department of Health 25 Moore Avenue Mount Kisco,NY 10519 Telephone: (914)8G 1-T29G Fax: (914)813-1691 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 13328-21-DCDA Facility: Kingfield Development City, Village, Town: County: 4 Jasmine Lane Rye Brook WESTCHESTER Owner's Mailing Address: Jeff Dubois SC Rye Brook Partners LLC 4 West Red Oak Lane-Suite 325 White Plains, NY 10604 Physical Location of Backflow Prevention Device(s): Dog House Description of Device(s): One 1 —2 inch Wilkins 950XLTDABF DCDA Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed'and registered in the State of New York. F. THAT the approved device(s) shall Be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: DATE: August 2, 2021 Delroy aylor, P.E. Assistant Commissioner NEW YORK STATE DEPARTFIENT OF HEALTH Bureau of Public Water 3uooly Protection Report on Teat and Maintenance Empire State More-Corning Tower Room t 710 ;&any,NY 122P of Backflowr Prevention Device Please use a saparate form for each davit:®. For the year Initial test•Cbrrroiete entire 6rm Annual te,t•Complete curt AWy Pubdo Weber Supply C� Axo tNo. County aloclr Let � � :acabon of Device t Facility Nave 'inc E td- Address`I tDevice y�t f1L LG-n� 2taQ,err o.�� t..l�< ll7S i�J Information Manufacturer Type =RPZ Model Size(in inches) Serial Number (�' DCV chw*valve Nm Check Vatve No.2 DtftrantW Pressure Relief Line Pressure U--)O �ai Valve Teat B before r Leed aked L� Opened at psid Date repair tight -a -tom o 1 � a s Pressure drop across first check valve M D Y psid )1 IP Daesnbe Repaired by materfais � Name used ilia ��y{ tic# Date repaired: m M D y Final beet Closed tight Closed tight Opened at psid Ca.e �. 1 G i 1 1 c� eZ Pressure drop across first N i� M D y check valve 3 psid 3' Water Meter Number Meter Reading Type of Service: one) 9 Domestic 9 Fire 9 other Remarks(Describe deficienl5ee:bypasses,outlefa before the device,connection between the device and Paint of entry.miaaing or inade"ale arNaps,atc.) Certification:This device � meets, 0 does NOT meet,the requirements Of an ac till main device at the time of besting I hereby ref*the hNOWing data to be corret-L Pnn1 r ass Cartified Teeter Ne. Sig a Expiration Date Property owners(or iem agent)certification that test Was performed: : r1< Ls—fY� � Pr1rrl Name Title Telephone Certification that installation Is in accordance with the approved plans. (To be completed by the design englrreer or architect yr water Supplier-) I hereby prtdy ffrat the installation is in accordance with the approved plans. Name Russell Palucci T)de Engineer Data & 1 �i Z Nys DOH Lag License Number 78721-1 Phone( )337 b040 Z Representlng PrIme Soluffoms, LLC Co—n—s—uTingrn—gineers DescribeTF�A Address 140 Princeton Drive city Shelton ry� CT Zip 06484 Signewre UG 2 9 2022 mulm On one comp oapy la a call ens fapfa30:lla,v0 and pia GOpy!O Via Nellfy owner and uralLY euPPilor mmedle101y H devlCC la!le last and ropa r cannot immed1a10t b8 �J� 1013(elel) I BUILDING DEPARTMENT 4 Jasmine Dane Rye Brook NY 1_W 9 2015 IECC Energy AUG 29 2022 DD EfficiencyCertificate VILLAGE OF RYE BROOK BUILDING DEPARTMENT Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R_ Glass & Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Heil#N9MSE1oo212oA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2/19/19 Comments Envelope Leakage Test Testing Company: Technician: Name: ProChek Name: Frank laconetti Address: 100 Mill Plain Rd Credentials: BPI Danbury, CT 06811 Email: info@prochek.com Phone: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 3891 - 4 Jasmine Lane Rye Brook Name: NY Address: 4 Jasmine Lane Address: 4 Jasmine Lane Rye Brook, NY Rye Brook, NY Geo-Tag Latitude: Data: Longitude: Timestamp: Measured Leakage: 3.00 ACH5O Leakage Target: 3.00 ACH5O Compliance with Leakage Target: Pass Test ID: 3891-4 Jasmine Lane Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,523.3 (+/- 1.0%) Effective Leakage Area: 91.3 in Building Volume: 30,459.0 ft3 Enclosure Surface Area: 3,200.0 ft2 Coefficient (C): 137.1 (+/- 6.5%) Exponent (n): 0.616 (+/- 0.018) Correlation Coefficient: 0.99956 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 74 OF Post Indoor Temp: 74 OF Pre Outdoor Temp: 84 °F Post Outdoor Temp: 84 °F Altitude: 100.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-08-03 11:18:44 '000 • Depressurize — E w U 1000 900 800 J 700 a 600 500 m 400 300 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) Bldg_(Pa). Adj Bldg-(Pa). Fan (Pa) Flow (cfm). Config Baseline 0.6 -60.0 -58.9 -58.0 -84.1 1,650.0 Ring A -54.0 -53.3 -52.5 -73.2 1,542.0 Ring A -48.0 -48.2 -47.3 -64.3 1,447.6 Ring A -42.0 -41.6 -40.7 -53.9 1,327.6 Ring A -36.0 -36.4 -35.6 -43.5 1,196.4 Ring A -30.0 -30.4 -29.5 -34.8 11073.6 Ring A -24.0 -23.9 -23.0 -25.6 923.6 Ring A -18.0 -16.0 -15.1 -149.1 724.2 Ring B Baseline -2.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: SBL: LZ 5' Z S l ' 1 On) Zone: Y-J'r—> Use: 2 Cont.Type: �� Other, Submittal Date: Z---' Revisions Submittal Dates: Applicant 13-z``�D�— Nature of Work LC'�U'k'—� L �,A`� - F N 'ES n"L. Reviews:ZBA: J A N 1 1 2021 PB: BOT: Other. OK( ) FEES:Filing. 7S'• BP: �I l(c .��( �C/� APP: Dated�tarized SBL ✓Tniss-1b. Cross Connection: ✓ H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO: Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated Current Archival Sealed Unacceptable ( ) ( PLANS:Date Stamped Sealed ✓ Copies:: Z Electronic: Other (•�L (� License: Workers Comp: Liability V Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other, LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other, (•� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. PLUMBING Plans: Perrin Nat. Gas- LP Gas: N/A/: Other, (•�l' ( FIRE SUPPRESSION:Plans: Permit: N/A: Other. H.V.A,C.: Plans: Permit: N/A Other, ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other, (.�O 2020 NY State ECCC: N/A: Other, Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER C/O DENIAL LETTER: Other. ( ) ( ) Other, ( )ARB mtg.date: approval notes: ( )ZBA mtg.date: approval notes: ( )PB mtg.date: approval notes: APPROVED REQUIRED EXISTING PROPOSED NOTES Area: Date: J AA N i i Circle: Fro Front: Front: Ste: Rer Main Cov Accs.Cov Ft.H Sb: Sd.H S : Tot. Ft.Img: Par Hdght/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued SBL: Zone: Address: \ Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements)x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft • New Construction Cost • Building Permit Fee Basement= 71:� sq. ft. x $65.00 = $ SD S'a S• x$I5.00/$I,000.00= $ 7 S 7, Sg # Pt FI = l`t 3l sq.ft. x $225.00 = $ "X—$I5.00/$I,000.00= $ 't 3 Ti •�yz 2"d Fl. = 1 Li 2!�r sq. ft. x $225.00 = $ 3- 0, 197S, $I5.00/$I,000.00= $ 4 Attic= _K sq. ft. x $225.00= $ P�- x$15.00/$I,000.00= $ + Total Sq.Ft. = 31n3f sq. ft. Total Cost= $ (0 qy , S�• / Total B.P.Fee= $ I O E ti l •�� #Incltules Attached Garage if Applicable. Total Amount Paid = $ " #' ` Total Amount Due= $ JAN 1 1 2021 Date: Signed This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: 0e I A1.3 S F-1 1l.t.L�C.�— C t)�D1_96-J _DtC51 fi rQ A rZCl1 I Tk&V UZ Subject Propertv: 4 &n Isle L.&R _SBL:IA-05-I— 8zone: �� Please take notice that the subject; YOne or Two Family; ❑ Commercial, ZNew Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; C'Truss Type Construction (TT) YPre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders & Beams (F) ❑ Roof Framing (R) 3"Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Daley,` \ Design rofessional Date Zv �Pr r Date Notary Public (7) TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YO K No.01 MA6331843 Clualified in Dutchess County My Commission Expires 10-19-2023 CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERIS). AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the poiicy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT m FAX AD Risk Services Northeast, Inc. PHONE (866) 283-7112 Boston MA office AC Nc E.t): ). (900) 363-0105 53 State Street E MAIL c Suite 2201 ACDRESs Boston MA 02109 USA INSURERS)AFFORDING COVERAGE NAIL s 911"ED INSURER Navigators Insurance Co 42307 SC Rye Brook Partners, LLc 230 vark Ave. INSURERS Guideone National Insurance Company 14167 New York NY 10169 USA INSURER Starr Indemnity-! Liability Company 38318 INSURER D INSURER E: MISURER F. -- COVERAGES CERTIFICATE NUMBER: 570082993250 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requestod PER TYPE OF INSURANCE D WIND POLICY NUMBER UDD�YYY MML DO LaKTS X COMMERCIAL GENERAL LIABILITY M EACH OCCURRENCE $5,000,000 CLAIMS-MADE �% OCCUR DAMAGE ENTED PREMISES Eaocwrr.. S1001000 MED EXP(Any one person) Excluded PERSONAL 6 ADV INJURY S 5,000,000 LCR GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S5,000,000 PRO POLICY X JECT LOC PRODUCTS-COMP/OPAGG S5,000,000 Co OTHER g n AUTOMOBILE LJMLRY COMBINED SINGLE LIMIT iscaftnti ANY AUTO BODILY INJURY(Per person) Z OWNED SCHEDULED BODILY NJURY(Per sopWnt) IL AUTOS ONLY ip OS HIRED AUTOS NON-0WNEO PROPERTY DAMAGE O ONLY AUTOS ONLY Per aoddent — C UMBRELLA LW OCCUR 1000579693201 567737720 1110112021 EACH OCCURRENCE L) x EXCESS LIAR CLAIMS-MADE AGGREGATE $5.000.000 DED I RETENTION WORKERS COMPENSATION AND PER STATUTE I OTH- EMPLOYERS*LUBLITY Y/N ANY PROPRIETOR,PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICERWLIIBER EXCLUDED' N/A (MiandmbrY M NM E L.DISEASE-EA EMPLOYEE M ass describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE POLICY LIMIT DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101 Additional Remarks Schedule,mair he attached M RIOrs space is requlredl a� CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS 938 King Street village of Rye Brook AUTHORIZED REPRESENTATIVE Y Rye Brook NY 10573 USA (01 988-2 0 1 5 ACORD CORPORATION. All rights reserved. ACORD 25(2016 03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit SC Rye Brook Partner,LLC 1100 Krag St sit 114 From:The Village of Rye Brook NY Rye Brook,NY 10573-1057 PHONE:914-481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: ,r Date: HERE Exem nX_ to Dumber f Q. - �. ved g 2 24 Ma 020 NYS Worke 9 nsation Boird , CE-200 0112018 '4 CERTIFICATE OF LIABILITY INSURANCE ��(M� ' oan3/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACTNAME CONTACT CLIENT FEDERATED MUTUAL INSURANCE COMPANY PHONE FAX HOME OFFICE: P.O.BOX 328 A/C No Ext:888-333-4949 A/c No):507-446-4664 OWATONNA, MN 55060 AIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100,000 PREMISES Ea oc rrence MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL&ADV INJURY $1,000,000 N'L AGGR GATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY PRO- ❑LOC PRODUCTS-COMPIOP AGO $2,000,000 OTHER. AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $,,000,OOO Ea accident X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY HEDULED B ASCuros N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LIAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED I I RETENTION WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY YIN X PER STATUTE ER ANY PROP RIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be anached if more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK,NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4" O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD PORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL tic NYS Unemployment Insurance Employer Registration Number of MIDDLETOWN,CT 06457-1501 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e..a Wrap-Up Policy) Number 04-3814418 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St Rye Brook NY 10573-1226 3b.Policy Number of Entity Listed in Box"1a" 6042338 3c. Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY) must be listed under Item 3 on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.Th s certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carrier) Approved by: Q� _� 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov DATE(MM/DD/YYYY) .46 - CERTIFICATE OF LIABILITY INSURANCE 1/21/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER UUNTACT NAME OTT AGENCY PHONE PO Box 659 A/C No Ext (845) 895-8873 A/C No Wallkill, NY 12589 ADDREssottins200l@yahoo.com INSURER(S) AFFORDING COVERAGE NAIC0 INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER C National Grange 7 Ohara Rd INSURER D National Grange Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADDL SUBR POLICY LTR TYPE OF INSURANCE INSD wVD POLICY NUMBER IMM/DD/YYYY1 MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 OOO 000 CLAIMS-MADE D OCCUR PREMISES Ea occurrence $ 500 000 MPU7919F 1/21/2021 1/21/2022 MED EXP(Any one person) $ 10,000 A X X PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 PRO- F7 POLICY 7 ECT LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SiNGLE LIMIT Ea accident) $ 1,OOO,OOO ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED B1U7919F 1/21/2021 1/21/2022 $ AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED F,K U v L N I TZ_A_M7nr_ $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR OCCUR 1/21/2021 1/21/2022 EACH OCCURRENCE $ 5,000,000 D EXCESS LIAR HCUU7919F CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STATUTE ER ANV PROPRIETORIPARTNER/EXECUTIVE Y/N WCU7919F 1/21/2021 1/21/2022 EL EACH ACCIDENT $ 1 000 000 C. OFFICER/MEMBER EXCLUDED? D NIA / / (Mandatory In Nt1I E L DISEASE-EA EMPLOYEE $ 10,573 If yes describe under DESCRIPTION OF OPERATIONS below E L DISEASE POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101.Additional Remarks Schedule may be attached A more space Is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK NY 10573 AUTHORIZED REPR,�SENTATIV 01988-2015 ACORD CORPORATION. All rights reserved ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a. Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured TOTAL COMFORT INC 203-223-6700 PO BOX 359 7 OHAR1c.NYS Unemployment Insurance Employer Registration Number of MILTON RD NY 12547 LTON Insured Work Location of Insured(Only required if coverage is specifically limited to 1d Federal Employer Identification Number of Insured or Social Security certain locations in New York State, i.e,a Wrap-Up Policy) Number 141829022 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 938 KING ST 3b. Policy Number of Entity Listed in Box"la" RYE BROOK NY 10573 WCU7919F 3c.Policy effective period 01/21/2021 to 01/21/2022 3d. The Proprietor.Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) X❑ all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box"la"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under ItQm 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? ❑X YES ❑NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of Insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print name of authorized representative or licensed agent of insurance carrier) Approved by (Signature) (Date) Title: PRESIDENT 1/21/2021 Telephone Number of authorized representative or licensed agent of insurance carrier: 845-895-8873 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-15) www.wcb.ny.gov IN FIEL EVELOPMENT V[E L TE copy 101 INTERNATIONAL DRIVE DEC z 2020 RYE BROOK, NEW YORK VILLAGE OF RYE BROOK BUILDING DEPARTMENT FWELLINGUNIT HED BASEMENT NOT OVED FOR USE AS A SC RYE BROOK PARTNERS, LLC ATE APARTMENT OR 5 International Drive, Suite 114 Rye Brook, NY 10573 NYS Uniform Fire Prevention & Uniform Building Code: _ 2020 Building Code of New York State -- --) ,; 2020 Residential Code of New York State ! I!I 2020 Firm Code of New York State j �! 2020 Energy Conservation Code of New York State imp" 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State 2020 Fuel Gas Code of New York State !�� o � .�� � oaoa oaoo 2020 National Electrical Code 2017 ICC 117.1 Accessible A Usable Building and Facilities Project Criteria: Use Group: R-2 2 JASMINE LANIE 4 JASMINE LANE 6 JASMINE LANE Construction Type: 5B Area: 10,274 sq.ft. Volume: 90,141 cu.ft. AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION Thurston Avenue Structural Consultant PERMIT# CQ ()0q Newport, RI 02840 Camera/O'neill Engineers ��-r 117 Black Point Lane SBL# L l � NNW* L It J' CordtsenDesign.com Portsmouth, RI 02871 THIS BUILDING MUST'BE POSTED. JAN 1 1 2UZI 401.619.4689 WITH A PERMANEW CONSTRUCTION DATE APPR � D MEPAP Consultant TYPE IDENTIFICATION SIGN; Z R.W.Sullivan Engineering ,,,„l r%llklr%I.I�o=r .,o „s D.,..o.....i. 529 Main Street#203 •�ti+•+-�+��•���•���••• •• ••�.oae�....��wf%none yY C O R D T S E N Boston, MA 02129 k,FR DESIGN PRIOR TO THE ISSUANCE OF C/0 A R C H I T E C T U R E AS REQUIRED BY NY STATE IAW, FL1 313.17 G 312.42 G 311.25 G 311.83 FL 307.67 G 306.92 52 55 FL1 297.17 FLI 301.67 G 300.92 G 305.75 G 306.33 54 3 C 1 FLI 294.67 G 296.42 G 300.33 C2 A FLl 292.67 G 299.75 57 25 SIGNAGE: FLI 291.67 W/O G 293.33 58 56 C 1 23 XI- SALES OFFICE t W/O G 291.92 61 60 C2 A 21 X2-SALES PARKING♦ X3-SALES PARKING-* G 290.92 62 C2 5 A C 17 19 CLUSTER W X4-SALES PARKING 4- 15 X5-SALES PARKING+- 64 BR R 1 1 13 X6-DO NOT ENTER 9 CLUSTER X N V? m Z u$ X7-DO NOT ENTER BR 7 �. >c c`: D L 5 CLUSTER Y 3 RAA CLUSTER HONEYSUCKLE LANE `/ 33 0�= r C 1 �¢ 4)1 CLUSTE � 19 L O FLI 313,17 C7 = y CC CLUSTER BB A !7 7 D 32 G 312.42 Z U CLUSTERFLI 305.67 Z L f[ gate to be tent n 15 p L O G 30a.92 a locked at all hainG k r D n times 22 H m c 15 Z L 31 FL 1 312.17 chainlink fence n gate n 27 O FL l 294.67 S 1 B R < O 13 Y R O CA G 31 1.42 G.79 G 293.33 r 20 H BL F 1 5.67 A m A 92 SGFl1 293.67O BR 70 r 305.92 mW/O r C Z N !1 ZL 2FLI 311.17 G 292.92 4Ra D 9 ZR 8G 310.42306.67 G 294.33 305.920O N 1! / 305.92C FL 1 294.67 DR O 1 306.7 m m H 7 YL 27 FL 1 310.17 W/p 18 O �^ (1 82 FL1 295.67 6r G 305.92 -4 G 309.42 G 293.92 84 � 23 A G 294.33 305.92 `^ > M 5 Z R 26 z 0 9 c m Z 305.92G 294.92 � 25 FL 1 309.17 FL 1 295.67 DR '� y 83 o 0 3 G 308.42 N W/O 86 16 O Z 21 4° 43 G 304.42 N I YR 24 z 0 G 294.92 m o- C2 I� N co 14 note: w FLI 296.67 (� 42 FLI 305.17 maintain entire length of � 19 G 295.92 m C 1 n 5 A G 304.42 international drive free FL 296.17 m �+ BL n r from dirt a debris at all W/o B L 14 85 304.92 c N �p•1 87 70 times e G 295.42 1305.67 A 12 70 A G 303.83 0�` \0 e+`�'o� Z 04 304.33 39 O C 1 4l NO TRESPASSING ecnote: pC o`r- �`�o�r1 _j NO Uj 91 m CL 8 G 297.42 3 C, signs on all gates Boa ��o\`` c,,p FLI 297.67 p R t 7 2 10 ® sales FF 306.50 GeyOG Srpt�S\��r S\�G��o FOR DIAGRAMMATIC PURPOSES �-- W/O 12 C 2 04.33 O00 G 296.92 Fll 298.17 parking sic oc ONLY. REFER TO CIVIL c DRAWINGS FOR ALL RELA'EG --� O 89 G 297.42 < SITE WORK. Q t� c15 A /G�� +directional const.sign LEGEND: C FL1298.17BL j0 70 ° C 10 G in G 297.42 p g 1 A- 'A'UNIT F- Q W/O 92 C 1 37 L ©1 BR-'B RIGHT'UNIT U 4- Q) G 297.42 90 FL 303.67 O BL-'B LEFT"UNIT L1J ♦- O ,3 G 2.92 � CI- 'C'UNIT,MASTER UP 1- 0 0 1� oo C2-'C"UNIT,MASTER DOWN Z = Z Z 0 a y DR-'D RIGHT'UNIT P L 94 G 296.42 n�o p' , F FF 302.50 G 302.42 DYR-'YY RIGHT"C UNIT J 93 DR $ ? 07 C 1 Gff YL-'Y LEFT'UNIT N Q Q FLI 298.17 C2 f c 36 Fp O ZR-'Z RIGHT"UNIT w U Q W/O FL1 297.17 co FL)303.17 G 297.42 95 G 296.42 o1po 301 42 /�4 O +stop sin G 302.42 ZL-"Z LEFT'UNIT O P g C 1 W/0-WALKOUT 6 i7 2 O97 {{ C<6- 9 A G 295.83 FL 1 302.17 35 2 +stop sign flag man+ 2 G 302.42 C 1 G _100 G 300.83 C 2 -9 A G 296.42 ���o C 1 96 O F 25 O ,� 34 © 4, FLI 302.67 A 4 f� � 7 G 3`}C.83 18 C 10 C�G�l�/P C 1 7 G 301.92 • FL 297.17 98 G 293.42 ® eGs l 23 O t� G 29/83 C 2 2 ' F L 1 294.17 +stop si O C 16 �- 99 5 C2 G 293.42 © A 21 BL _ Z 101 G 302.42 C` W L G 295.83 A G 292.83 O C 2 '4 C.J,r��C 11 G 300.92 \/ 3 FLI 303.17 /\ CMG 102 G 302.42 19 C 1 FL 1 301.67 !2 x Q. sfF� >2 C 1 cGe O C G 300.92 i O ^31 16'x50' r� \`camp' G 302.42 <<';n- 12 anti-tracking 1 S A VJ G 289.42 Pad Grp 88 C �c0 C 17 G 300.33 > Z 10 <G W 103 cG� G 301.92 A F 3 O 1 C IS a �- p FLI 290.17 18 `� G 289.83 DOS/$soil/ 9 F 0 G 89..42 C W/o1 g gate `c�c ante FLI 302.67 8 ,5 1 r J Grp 78 FLI 291.17 G 301.33 C 2 0 G 288.83 104 G 289.83 ^, O A gate for construction C 1 10 14 G 298.42 �W m FL 1 288.67 105 6 �ti entrance&exit to be 5 77 G 289.83 O ; W W/p unlocked&open during 13 1 r T�1 G 287.92 C2 JS��� construction activity only. 13 A FL 1 291.67 C I FL 1 299.17 at all other times this gate 76 G 290.92 15 109 4 must be closed r�locked C G 298.42 D L C(G�1FP 4-f- 1' G 291.83 0 s� G7 0 1q- BL FL 1 293.17 " 29.$3 2 � OJ P 7 70 G 291.83 SQc, C, PP 9 G 292.42 FLI 294.67 C '6 '�� C2 biocktop� C( C 1 69 G 293.92 co 9 G1'J` 5 106 US18P G)A 66 lavender lane to 7 x J 0 A 107 G 289.42 p p/M C 1 O be paved 2nd 17 G 297.83 1 3 FL 1 290.17 R O S e 5 BR Week of 9/20 < 7 C2 C, C G 89.2 .2 C`US1FR (,�A( C(USTFR GG 3 1 L 18 FG'299.17 297.83 x JS1 108 ✓� � < A � C?' G 288.83 C 1 10 C(USrER 5 ii fE a G 298.42 ' DR 7s A $ C(uSTFRhy p C 1 l9 0 � C2 6 C(USrER 6 y � 110 G 290.33 fLl 288.67 FF CLUSTER DID 21 C 1 C � 3 fLl 299.67 G µ//O FL1291.67 73 G 281.92 W/O 4 G 298.42 �� 20 G 298.92 G 290.92 G 290.92 4 0 DR 71 DL BR FL1y2999.17 22 A GuA I Y FLl 293.67 67 G 298.42 G 29/2092 65 C 2 2 z I'll 294.67 23 W/O FLly295 67 G 298.42 G 293.92 G 294.92 ` ; UNIT G2 MD LEFT , . UNIT A UNIT GI MU RIGHT CAMERA-O'NEILL IL 3'-Z' CONSULTING ENGINEERS PROVIDE I IN577 SIMPSON •o •o .a16 •o•o -o Structural Engineering•Design 36'-T :os Clod Tower Square A8U66 5T BASE! � � Portsmouth,RI o:en FASTEN TO ��g�a GONG.FT6. . ,5 a g+'a GONG.FT6. E WL/s4 g Caa a/O'N�i9 a ouch,308 I o EPDXIED T Clow.D AN '`e -BARS O IZ'O.C.OL.EJ�L,BOT. '� BARS•IZ'O.C.OL.EJ•1,BOT. '�� _ � ` ROD(b•EMBED) I 4 L _ J - IO'DIA.REINFORCED L - - 6-w IS'-4K' F NEW , 4 SONOTUBE PIER,TYP. 3-Z (9.OF.MIN.V-6' �_Z■ JS' Z'3K' I��. 4 1,�. �P�� V. y'9� SOLI BELOW GRAM I'-4' IZ'-b►l,' 1'�• I2'-3' S0.1 � F W-10' I2'-4' I2'-4' REI PROVIDE BLOCK]N!6•Ib'OG. I��■ - >r e is Z'O.C.IJ■L,HOT.JAV �6 a AV-2 GONG.FT6.OL.E W/•4 - I_I-4CONC BETY VI FASTEN FIRST 1 WALL t5-II BARS•IZ'OL.EJ�i,BOT. g' '^ Z Z W. I'-4' PROVIDE!INSTALL J• , u � ' ,,, >c y STUDS AND FASTEN TO GONG. iW-11' COORD.W/ARCHL51 AS"STANDOFF 4 O o r 1 �� 09016, 2 �Na I"~ > C°1FDN WALL W/HILTT TYPE X-U q 5' I S TEN TO CON. L I - I __ I I S -"_SSti0%4 °� a' °C 4)o-L---J OBONDER AGTUATm FASTENERS ' ANGNIOR ROD(b' -- L 3'-Z■ U = aAT Ib'OG.STD 50.1 BL - -0 ) 10'DIA.REINFORCED 10'DIA.REINFORCED------------- - (BD.f.-14'-07 3'-Z 50NOTT18E PIER,TYP. 3_ZSONOTUBE PIER,TYP. V z o ----- --- ----- ---------------- q (bOF.MIN.31-i' It (15DF.MIN.3'-b'BELOW °C U iim 1 ------------- --- -- ----------- ---- -------- --------------- -- I 50.1 8E1.OW EsRADE) 4 Z'-4S• 6R/1OF� _ Q p 1- T.O.SHELF L- ------ -[BDF._I4'-07 SOLI I [-10'-27 �--- -T.O.WALL � ------ T.O.SHELF -� -1 I PROVIDE BL OC.IUN6•Ib'OL. • I T O.STEM SOLI COORD.W/ARCHL tq'-8'I � T.O.WALL [-ID02]t `� � � TD.STEM - ---- ----- [-q'b7 SIM � [-W-67 TD. , q I � i [-5'-107 - O �'F I I SOLI q BETWEEN FASTEN FIRST(2)WALL r- Q I - 4 • 1. [-10'-Z7 T.O.WALL 1 • STUD5 AND FASTEN TO GONG. J. 1 TD.STEM •DOOR I 1 FQ SIM SOLI 5 50.1 FDN WALL WY HILTI TYPE X-U . FT6.5 •• O [-10'-Z7 1 ----(B.OF._14'-0]- APOWDER ACTUATEDTENDS I 4 I- T.O.ST I s (�DF.-14'- TD. STEPS 35'► Y iQ I -- --- ---- --- --------- - - -- --- ------------ 1 PROVIDE(4)FULL 1 I COI-• PROVIDE x4x46 ----- ------------ -- - -- -- --- ------ - - ---- - -- ------- - HE16HTr5VERT.BARS I I 7. T.O. I DI T� L -w------ - - -- - ------ - - -- ------- -_ ------ 1 FT6.5TEP5 I AT WALL STEP LE - L- 1' ( SLAB CORNERS. , �TD.SHELF -- T.O.SHELFin T 0 STEM DOOR I ;p � i t 1 14'-IW' I TD.SLAB o p I I o p [-W-61 [-10'-Z7 TD 14 STEPS r _ p SIM SOLI i 'Q I I r•- �' _I T.O.WALL 1 t ^,1 Q Q 01 ;Y I s7 50 2 I 5LA$DETAIL T.O.SHELF o 1 I IO'WALL T i [-10-Z7 ,- PROVIDE I INSTALLJ5 1 01 I 1 50•I TD.STEM 01 1'-10'FT6. 'SPRINGFIELD'GAP AND u;I I _ c I I LALLY COL T PLATES AT�YP. I 1 T.O.WALL STEPS �• r � I- �3y tp'"' o WALL 40 NORMAL W.GONG.-� QI 1 I FJ p� 5 1 .• ( 1 I I'-10'FT6. SEE DETAIL �I FT6.STEPS ^+0 SOLI I I F7J _ 1 I PROVIDE t TALL 1S' -EZ�J I '.� SO Z PROVIDE I INSTALL W,'GAP AND O 'S BASE PLATES AT ALL H55 -1 81�I ■C�� 3'-1!L' 14'-IOW 1 I'-10' IZ'-b!i' I I COLUMNS.TYP.BASE PLATES I O i LALLY ,TYP, _ I I A I SHALL BE SUBMITTEDSH v A STEM N 10'WALL r- O 444 I ISS T.O.WALLI 1 N 10'WALL 4' Y 1'-10'FT6. 1 I [-0'-V41 I I I Z 1`10•FTC'. T.O.SLAB - @I I r THICKENH�SLAB, I Y Q '- • 1 -SEE DETAIL �V� i 1_. I I y ---E 1 I 3 1 0 1 I I I SLAB DETAIL Z 1 50.1 i � I SLAB DETAIL •+� T1rP 3 SOLI■ � Q N � PROVIDE*4x48 TD.WALL I •: I 4 NORMAL W.GONG. E SOLI 14 I I SOLI 0 O 1 4'NORMAL Kr.GONG. SaiTAB�Go `D I I I [-0'-5►,7 i I SEE DETAIL rn, Z > _ I I i I TD.WALL Z N O SEE DETAIL •BEAM _p TD.WALLBEAM T.O. PO T [-0'-J 47 i 1 I T.O.WALL 1-,BEAM POCKET 50.1 O U_ Z I ZO'-Z' I I r T'-10' 1 I T.O.WALL•BEAM -- A w ui PROVIDE I INSTALL BEAM I I TD.WALL f --- ----- --�, -. 1 -- 1 POCKET[-I'3N4•] U I [-0'-sY47 I I I 1 "' U Q POCKET AND P.T.BEARINSPLATE I I -- ------- --- --- L--- -------- - I ' TD.WALL 1 to AS REWIF;ED TO ACCOMMODATE I I (-- --- , [BDF.-10'-10'j -1-_I- ---- I • b I �� TD.WAIL LUMBER T�1TILDIN6F�T I I I I PROVIDE!INSTALL BEAM b I I r 50.1 T -- 1 0 I POGKET AID P.T. SOLI _---- ------ --------- I I I [-I' 4) SIM p I •r I ACCOMMODATE BEARINS PLATE TO Sim SIM 1 I I -- -- - ---['-----[BDF_10'-- -- 1 1 I I PROTECT UNTREATED = 1 51M 1 _ U*1BER WITH BUILDING IN THE EVENT OF AR/1TE 1 1 5 4 I I 10'WALL I - ----• -_ , Q I I �T POURS,PROVIDE I TALL 8'5 1 't 1 50.1 4 I I -10'FT6. 1 r - 10 •. I �I x 30'LONG •IZ OL. I ,. I I � I' L PR DE!INSTALL I'-0' • 1 5 VERT.DRILLED! wED INTO I re PROVIDE!INSTALL I 1 FM.W/b'EMBED. I I 1 - POCKET AND P.T. BEAM Pi0C,1�T AND P T � IZ'THICK GONG.FT6. 1 1 �'I 1 1 SLAB DETAIL lEE PJNr7 PLATE TOI 1 I BEARING PLATE TO 1 '' UNTREATED REINF.W/•4 BARS• I 1 I I SIM 1O•WALL I ( 50.1 I I I PR T AiCCOM1pDATE BEAM. I 1 I O } •1 i SIM TD.WALL I WITH BUIL.DI PROTECT �`� I T-• v _ IZ OL.EA,BOT. Z I I I SOLI SLAB DETAIL 11-10,FT6. I �■ 1 I 1 •BEAM T LUMBER WITH BUILDIW6 I I 1 8'WALL ; W BELOW MIN�3� 1 I I 4'NORMAL WT.CONG.� b POCIq:T FELT,TYP. I I `x/ O BELOW --I I I 1 I I SOLI [-i'�Y47 r. 1 5LA8 DETAIL 1 I 1T. 10'WALL I i 4'NORMAL WT.GONG. 3 ~ SEE DETAIL PROVIDE!INSTALL I 1 SOLI I'-8'FT 1 ` p BEAM POCR'ET AND P.T. I 5 -� ---- ' I I'-IO'FTC. •' < 50 2 I 1 BEARING PLATE To 1 TD.WALL O I - I SEE DETAILSLAB 1 1 b' _ I I I iv r I I- I TD SLAB ACCOMMODATE BEAM. I �. •BEAM 4'NORMAL W.CONG.� S0•I eta I I 1 -I-0• PROTECT UNTREATED I .t• I O POCKET 4 1 �' t7S SIM a W TD.SLAB T 1 I GARAGE DOORS LUMBER WITH BUILDING I 14-11 4] ISEE DETAIL I I pRO� 1 T.O.WALL I I EL EV.-I-0'•6ARA6E DOORS Q I I FELT 1 T 4' 1 I BARS > Z 1 I [GOORD.W/ I s TD. I�' I 50 2 i 'c �..�.� ^` i I ARGNILJ I 1 I 1 m T.O.SLAB 1 ( W IN THE EVENT of SEPARATE .' I y TDB WALL i ELEV. I'-0•GARAGE DOORS I 5 O PROVIDE 04 BAR TD.WALL I �p I I I �47 ,I i� PROVIDE INSTALL 05 IN EVENT OF SEPARATE 50.1 CENTERED AT T OF WALL I [-0'-5f''47 T.O.WALL I .• I _. 1 1 tD I O GONIINXX 5 Zx3 1 [-0'-51'4'] 1 x 30'LONG DOWELS•IZ'O.C. I PROVIDE I INSTALL•5 I I = L 1 VERT.DRILLED I EPDXIED INTO L--- ----J x LONG DOWELS•12'O.C. I O ^` SHEAR KEY A WALL BASE I 1 I I IN THE EVENT OF SEPARATE I I TD.WALL FDN WV b'EMBED. DRILLED 1 EPDXED INTO 1 W o _)I I Co POURS,PROVIDE I INSTALL 6'S ( cp 1 ' ••�•' W/b'EMBED. IN THE EVENT OF SEPARATE I 1� � � ^` 1 I I x 30'LDN6 DOWELS/IZ'O.C. I [-0'-5I47 - POURS,PROVIDE I INSTALL 05 1 VJ z VERT.DRILLED!EPDXIED 1Nro I ------- Io•WALL U x 30 LONG DOW85.1Z OL. T.O.TD.WALL = SOLI I I FDN WY b' T.O.WALL I B •DOOR �_ 1 1 b'WALL I ( g Il) VERT.DRILLL�!EPOwI�INTO I I I 1 1 I Ip [-0'-5►47 SO'1 [-I'-b7 4 1 FM WY b'EMBED. I'-10'FT6. I . ° 41 TD. i L ---- ---- -- -------J I It I ? >L 4 1 ' O I I TD.WALL •DOOR eD ----------------- ---- ---------------- 1. •I I TD.WALL TA WALL ! TD.WALL e I 1 4 [-0'�47 �41 I (-o'-sv47 4 •DOOR a, [-0'-sv47 I 7 -------- ---- ----- -- �I r 4 F.-4'-6-1 I I ------ ----- - --- 1 II ------------- ----------- - -------- t• I 4 1 ; rR k -------- - ---------- - --- --------- 1 _ _____ m I I L--- - -L _ `' 1 T.O.SILL ( [9DF.-4'-67 ------- - ------ �.I �------ T- - - --- -- - ------ --- vE(4)+4veer. I L_ -J 1 8 - - L----- -------J BARS AT PIER I ` r- --- - ( l m H'-1or TD.WALL Q I SOLI SOLI [-r-47 _ l I ''. -• ,- 1 1 t16'3'COORD.WU ARCHL 8'-O' 10 I 50.1 10 I TD.WALL -fig`F�f- -- ---- SIM --------- ---------- - 50.1 be WALL ti'-10►5' tfb'3' !i'-IONS' 50.1 I ------ -------- b COORD.W/ARCHL tlb'3• I I ti'-IQS' COORD.W/ARCHL tW-W 14'3' S'{�• � ----------� SOLI 7'-10' W-Z' O;FO UNDATION PLAN-CLUSTER I-WALK OUT BASEMENT FOOTING SCHEDULE CALE:I/4"=1'-0' FOOTING FOOTING C ID TA6 SIZE REINFORCINI6 Z'-0'xZ'-O'xIZ'THICK (5)•4 E.K BOT. C.G. NOTE: I. T.O.FIRST FLOOR 5UB FLOOR SHALL BE CALLED ELEVATION 0'-0' F25 Z'-b'xZ'�'xIZ'THICK (4)•4 E.N.WT. Z. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,E FULLY 0ROINATED UTILITIES, F3 3'-0'x3'-O'x1Z'THICK (4)•4 EA BOT. REFER TO INDIVIDUAL BU I LD I NC PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY GOORDINIATED WITH CIVIL, 6EOTEC.HNIGAL,mw+iANIGAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR 4'-0'x4'-0'xI2'THICK (5)05 EJWL SOT. >< TO CONSTRUCTION, DRAHI NC 5 FOR DETAILS AND 3. ,ALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 1 V THICK'SPRINSFIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. �T- •UIDER6ROlJND UTILITIES,PIERS•FOOTINGS,SLABS, ADD L INFORMATION 4. SEE 6ENlERAL.NOTES FOR ADDITIONAL.FOUNDATION INFORMATION!SPECIFICATIONS AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH = CIVIL,GEOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DPAKN65 PRIOR TO CONSTRUGTION s 40) 102'-O" z' ai E t�°C W � U v >0 CP_ W V Q 57-11Y2' 0 og C - 9i U x ►m v u z 8 m U I �� I t d 1 J I I L I I I I I T.O.SUBFLOOR I I ----- 2 ----- - ------------- ---------------- -- -- --- ----------------- -—-—-—-—-—- ----- � T.O.SUBFLOOR _- - I I I ry a ❑ � � oa 0 �_I L_JL_J_j L T.O.SUBFLOOR --- -- ------ 11 L - -- ---------- -- ULEL Ir---�r---� N I I I I Z Ab T.O.SUB -------- ----- ------ I---I I - I --- ------- ----- Q IRV I I I f i�l i I fl 11 1 I II II II II II ° 0- - rj L---------i In IL------------------------J' L--------�4-- 1 I1 If II ItI �------�� ui ui --------- 4------------------------r r = �Q JI I I -- 11_---_ I I I I II ---- T ---- ---- ----- ----------------- I TT---------�t I(---___--__ -__-_--- -- -ff--__-_-- ---- _- 1� I I (_--__-__J I t l I I ii ii I ii ii II tl rr-i' I I 1 1 I I 1 I I III I I I I 11 11 I T.O.SLAB II S Ll .;L---------�'.l rj ILLI T.O.S u---------- 0 L--__--__-J-------------J L------------fj L-------------------- It II II Z ^' l I UNIT TYPE'C2 LEFT' 099 UNIT TYPE'A' 098 UNIT TYPE'CI RIGHT' 097 l r i� O 1 �_ M NOTE: NOTE. NOTE UNIT TYPE'C2 LEFT' 099 Q r-- ft SEEYr.'=1'-0'SCALE DWG's ON"C2 LEFT" SEEP-"=1'-0"SCALE DWG's ON"A" SEE Yt."=1'-0"SCALE DWG's ON'CI RIGHT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. NOTE: W SEE YL'=1'-0'SCALE DWG's ON'C2 LEFT' FRONT ELEVATION SET FOR ADDITIONAL INFO. O C SCALE.I/8•=I'-o- a) LEFT ELEVATION Z O J SCALE 1/8"=1'-0' O � Q Z P X a. W F% LL) J Lii W < < c N Q 102'-O" 36 7°. 28'-10" 36'-�" 54-3Y2' ol x Q I — pJ I � - _ T.0 SUBFLOOR IF FF , II z W W uJ 2 ---- ---...... ----- -- ---------- --------- --- ------------------------ ----- _- I - ' L: T.O.SUBFLOOR I 2 - --}-----------------------------—-----—— -- —----- ~ 0 p 0 0 ® p p::1 L_ co 6jhT.O SUBFLOOR i1111111111 MEIER ❑ .W -- ----------- ---------- -- -- I T.0 SUBFLOOR -- -- ------ - ----- -- _ -------- ---- -R-1--arn is .D i i L------------J II 1 1 n R1r'�' i S T.O.SLAB ---- I---- --------- --- ---- --- I I ----- I I II s TO SLAB �-------------------------------------------- I I I --- I {- t l I I I I I I I I I I I 1I t J II I II rL----------------------- U ----------------�V---------------- U 1---------------�ly --------------f�U -------------{ U -----J ti r ---------------------------------------------------------------------________________________1_-_1___-___----_-__1 _- __----___--__J--_----________��__-1__-------__---__-1-----_-___--_-L---1__-----J L-------____-_-_-----___-__--__---__-----___--_--__--------__---------_--- i Y UNIT TYPE'Cl RIGHT' 097 UNIT TYPE'A' 098 UNIT TYPE'C2 LEFT' 099 UNIT TYPE'Cl RIGHT' NOTE NOTE- NOTE: NOTE SEE Y,."=I'-0-SCALE DWG's ON"C2 LEFT' SEE XV=1'-0"SCALE DWG's ON"A" SEE Y`"=1'-0"SCALE DWG's ON'Cl RIGHT' SEE X%1'-0'SCALE DWG's ON"Cl RIGHT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. _ Y REAR ELEVATION cyo) L) RIGHT ELEVATION SCALE 1/8-=I'-0- �► SCALE 1/8-=1'-0- i 's s Y Y� KIN FIELD EVELOPMENT DRAWING LIST �� �� A0.0 SPECIFICATIONS NIT ' 4 JASMINE LANE A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS 1 29m25=1 =1 m48 A1.1 FLOOR PLANS A2.0 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE A3.0 WALL SECTIONS & DETAILS RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS S0.0 FOUNDATION PLAN SC RYE BROOK PARTNERS, LLC So.1 DETAILS 5 International Drive, Suite 114 So.2 DETAILS Rye Brook, NY 10573 S0.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING S1.1 DETAILS S2.0 SECOND FLOOR/ ROOF FRAMING S3.0 SHEARWALL PLANS NYS Uniform Fire Prevention & Uniform Building Code: 2020 Building Code of New York State E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2020 Residential Code of New York State E-1 ELECTRICAL BASEMENT FLOOR PLANS 2020 Fire Code of New York State E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS 2020 Energy Conservation Code of New York State 2020 Plumbing Code of New York State P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS 2020 Mechanical Code of New York State P-1 PLUMBING BASEMENT FLOOR PLANS 2020 Fuel Gas Code of New York State P-2 PLUMBING FIRST & SECOND FLOOR PLANS 2020 National Electrical Code P-3 PLUMBING ROOF PLAN 2017 ICC 117.1 Accessible & Usable Building and Facilities M-0 HVAC MECHANICAL NOTES SCHEDULES Project criteria: M-1 HVAC BASEMENT FLOOR PLANS Use Group: R-2 Construction Type: 5B M-2 HVAC FIRST & SECOND FLOOR PLANS Area: 3,200 sq.ft. M-3 HVAC MECHANICAL ROOF PLAN Volume: 28,023 cu.ft. 7 Thurston Avenue Structural Consultant Newport, RI 02840 Cameral O'neill Engineers 117 Black Point Lane CordtsenDesign.com 401.619.4689 Portsmouth, RI 02871 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue C O R D T S E N Wyomissing, PA 09610 DESIGN ARCHITECTURE �- GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES C0\T1rvjEP,) _'L_(:'.�LZS HA 1� 'I-1 q � :�:: (' - �., - . . � - -,e-- -:H-�L ISE:',6'-'ER.ED,"ITPI-711f IN THE 4,'.�1'qSrk1.::T:.-,*.j:;z THE. I'-..---.-. 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VIBRATICIV ISN A_I'_N DEVICES -� = ­ _____ FL I_K 7 17 3 2- it C 97.17 3305.75 3306.331 0 C1 -9:,.-2 C2 A C 273.33 C C1 �/o S&LES C A K2-ELLE _70 0 C 1 2 17 -,3 SALr,PLrWrlu 0 C2 A ;L-SLLIES 603 DR K:�-SALES:3.NPKI%j BR __P Xt-Do)NOT ENTEP z z ui a <7-Df)-%J-)T ENTER B R 7 j D L 5 CLUSIER'f A, E a Lu U S U L CLUSTER 1 C cc:0 uj Q) . -r 0 0 r 0 rYL CLUSIER�;-k u ZR u CLUSTER CC gol-�!to be .I,jence locked at all c: BL Z L e FL I 2Q4 6- D Chair.lin► 13 G 2 9 3.3 3 0 BR ;C YR ARC,, C�0 r 9-0-2 n 27 JO 20 BL F 1 5.67 rn ;a 70 13 CL FLI 293,67 (B r- I Vji-cl so BR Z_ C2 ZL G 292.92 Z 20 G C 1 > fop 11 A C-L,2 9 4.33 305.92 C2 > ta r- rn - rn YL DR 0 FL 1 295 67 1 306.67 7C FLI 294.67 rn I.V/0 Is 0 82 45 A C1 r- - -305.92 G 293?2 c: .3 C-29-4.33 ZR( V, A rn S L 2-5 ,3 - PL,<K Irlu S S D .r FN'EP 'j 7-D( NID,ENTER 16.67 ge ' _9 2 0 z _9 rr 'Z 305.92 C2 16 z Cl C,294,92 - �o (3 0 FLi 295.67 DR 0 ::% ':�' vi W/o 16 0 21 Q. -13 41.4' YR z 8L,3--94.91) C2 0 > A r- 30- n.,) 'I FLI 296.67 0 length of W 19 (��C I G 304 4 irl-in n drive free C-295-92 co n A at 011 C�l C: 29617 A m B L BL 14 0 G 295.42 S rn V cc* "* 0 C; z 1 30567 A 12 �?'�_4'70 G 303 F3 e. A e- CD CN 0 C 10, dell 304.33 39 C) o '\\'� C,4 G 297.42 signs<)noll gates e, ."o rn (8D -n X4 NOTE I'Ll 297.67 DR C2 @ Lu W/0 12 17 C2 04.33 soles FOR DIAGRAMMATIC PURPOSES F00 - porkina ONLY. REFEP TO CIVIL 00 5.92 FL 1 293 17 C. DRAWINGS FOR ALL RELATED L/) Q) 89 C-297.42 SITE WORK 1 8X L,- directionol < V, U ccn!l.6on LEGEND A- W UNIT F-L 1'-'9817 BL G 297.42 -0 L/) E W/o BL '9 BP-"B RIGHT-UNIT 0 S C 1 90 FL 303.67 0 BL--B LEFT"UNITCr u (1) C,29 7.42 a G -2.92 Cl- -C-UNIT.MASTER UP Lu > 13 -0 C2--C-UNIT.MASTER DO%NN 0 0 z L 6 DR--D RIGHT"UNIT 0 z z DL--D LEFT"UNIT G:96 42 C, - U 94 0 YR--Y RIGHT"UNIT 01-. 1 ct:f Lu DR C I YL--Y LEFT-UNIT u < uj FLI 298.17 C2 36 k*P FLI 303.17 ZR--Z RIGHT-UNIT V) < I— W/o FLI 297.17 0 4 0 A ZL--Z LEFT"UNIT W u < G 297.42 95 3G 1.42- G 296.42 C 1 + G 302.42 VJ/O-WALKOUT 6 9 0 35 27 2 C, C, 6. G 295.83 FLI 3C2.17 o n on+ G 302.42 (9 C I / G 300.83 C2 A LA 2 5 C-296.42 1 C 1 90 3 0' C I(D FLI 302.67 0 1/& G 301.92 A G 300 83 18 XA 1p 7 C" 6'P >_ FL 1 29 7.17 98 17 G 293.42 UA W/o FL 1 294.17 BL ti )00 C I d G 295.83 C2 2 <01 16 e (D 99 <1 5 C2 G 293.42 A Zc 101 C.3 C, z C----00.92 G 295.83 14 (�r/ I G 292.83 <"P 3 A FL 1 303.17 C2 0 G C, G 3U2.42 19 C I FLI 301.67 0 CO led"lF C I 102 Go 6 12 G 300.92 0 e O C-16,x5c Il 302.-12 e& • anti-frocking C I <1P Al2 co 0 G 300.33 Y - G 289.42 oad 0 17 10 (1, A i!� I G) Z FL 1 290 17 18 .00 C Lr) got. G 289.83 9 CY- W/o e -lice z CN FLI 8 Z G 289 42 C 1 8 - .07 2 15 1 291-17 G 3 C W • 28933 C-288.83 104 A gate for construction C 1 10 G 298.42 C N 6 entrance&exit to be FLI 288.67 105 unlocked&open during 15 77 C�289.303 13 C 1 G r W/o I C2 construction activity only. A FLI 291.617 G 287.92 FLI'199.17 13 G 290.92 at all cther times this gate I a - 109 4 must be closed&locked C I is G 298.42 (D 0 0 DL 291.8-3 C-297.83 E BL F L 1 29 3.17 c p(% V) G 291.8 3 Cie 2 7 0 T" G 292.42 1-1-1 294.6 oo ------- blor-k-top G 293.92 61 51, C2 C1 5 106 lavender lone to 7 A ze paved 2nd 17 C-297.5-2 A 1 7 G 280.42 C I we ek of 9/20 7 BR C 1 410 us C; 3 FLI 290.17 C2 C, V Q1T�R 3 7 ':L 1 299.17 I r G 289.42 12 IQ 108 ................................ ­-------- Ct UST G 288.83 0 G C 1 0 lkck IT FR P�' I A cit's- DR Ci R 74 Q 6 4 Ll C2 7�FR J,,, Z lit( E) FL 1 28,11.6 7 CLUSTER DD Fl.I 2r1r,-7 W/o el 1 291.67 73 C 1 0 G 287.92 W/O 4 2 G 298.42 0 G 298.92 M C-29G.92 G 290..2 B R 4 D R (D FT-T-1 E=IEIJ PR 1 9.17 A ra:d FTT- 11 BR W/O E_J__RJI DL w 0 Q C 2 ............ FL 294.67 V//O ::L 1 205.57 -3 UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT Wo Z 3 294.92 /•� / _ ---- /•/v - W _ u\�-L�= C9 t ' I .x,t� .,t F:vT�:-•.� 0 W U `�`x ad 0 W -c o _ t t �� ---- -------- ' ------ -------------------------------�I, t t,l --- -*- ' _ v j -;66L DF _L� t\= 0 3 0� \ I, J I / 1 Q (21 36`:G D.- I ft DARIn t 366E G► 355E DI- - ; a ----------------------L -------------- in i I 1 tL3 0 ' ♦n3 0 KALL.SEE) � J , ' I I t . 1 I, � 1 1 1 I , i ' ' ,FINISHED FINISHED o L3 0� I A3 0 I i BASEMENT r ::-! BASEMENT ul I ' I z O 1 I � W D_=xc HALL ' 1 _ I O r-.-AN 0'�J\.' 2.(F INT.WALL CN V�0�c1✓J\-I mot\ n '� \�� , C-I -'•2"x60-TUB vil SHOWER i I V) -� i IL ' - t Z 00 110 1 N::-AE:UNFINISHED o ►v4'i ,J; I J >` I I i - UTILITY �� N `-•��BATH CL (n HVAC c3 tt � :' FI-' ELEC } o i 1' O -f— ut ' J ic•Fo:z PANEL_ '- CT CPT 0 1 I �7 O N I — O z 1 1 /HOT > 6•�� I H cn O -J 1 ' WATER) -� �TAN 6d. --� I O Q Z 1------ -� r--------- ------- _Mf- I W ' ------ , 1 is ' � --} I � W - - -- t L--------- \ .. ( b i u J W N �e ---3-,.--, I w Q 1 I r--------- I ✓.-L VE , , 0 v� :-:-TJ:�AA-- IL w t 1 -- I L i 1 1 N 1 N STAIR - i z - ' - 1 O I - ' W 5 (lWl Q ' _ Ln o UNEXCAVATED _ I , I ' =_A\:-�� ' o SLAB Orl GRADE • , 1 0: 1 56 I I✓-' , I Y a 1 5JA�D/ UP t oy) I y t O .,} r _ co L-- I 1 ' I ' Lo t - 1 a UNEXCAVATED; �} N ' -----t-' -J - '-----._ ----------------------------- I L------------------- --------------- e i SLAB ON l) x --- _.._.....----- �� ".I�,,• GRADE -----_- ---------------------------------------- ' - ------� t r------------ --- W - r ff`� -------------- ------ � I 1 11 V 1 I i ----------------- I ' ` to 2i'- w r 1{ - 0 z - I BASEMENT FLOOR PLAN w/ WALKOUT 2 BASEMENT FLOOR PLAN CL< a Q F SCALE 1/4"=1'-0' SCALE I/4'=1'-0' 0 3 J Y t t x • FLOOR AREA-A-UNIT BASEMENT. 777 SOFT FIRST FLOOR 998 SO FT SECOND FLOOR I.L25 SO FT TOTAL: 3.200 SO FT GARAGE 1-39 SO FT 0 2' 4' 8' VOLUME: 28,023 CU FT. 00? 1 , �`' -------- --- --- - - �------------------------ 17 WD.DECK OR y - lD I =1 BLUESTONE i -s 0 °� ;�; 3� —_\ /,=-- --�'. Z Z W PAVER .- __ l> , _ ^ _-�.-:.;:;� :i• i -L->T?UG- ________________�_� ----------- o 356)DH __________________________________-_________ ______V V r _______________________ Q 3.5E D! ,h.L D- -- i 14 I LmpL't 6 ' L (,L 355L-DI j B• _,`i /--\_ \ I ��� D DINING t 1�-'- ?x6 Ira WL%LL - 7VIAST�P. cC`o �' I ' BATH I r t-`3 0r 1,r.3 Or ROOM = _\> -yam 1 _ TILE6,$.H tVER ' i b I -_��-_=^\�,•-W:. m a w/TEj•ihERED - -�- ( ^ H ; m Nw/ �� GLASS DCIIIR 3L V:1}IIT� "` - 0:T \r\L= Ir--- I .,,1 �• r'- - \_ tom.-'� a_L'... rR_E✓As; ♦-_,- SEAT T �------� --�? _G•\c_ .c r N 0 >1 I MASTER -;3 1' 4 '� U I / 2At.\IT /1& , BEDROOM I n31 -- - r1 _juho Q KITCHEN I HOOD CHASE I LIVING :L -.1 1 w o 1 --- r' WALK-IN �6• 1 p N v i i :: ROOM I z CL 6B. "IS t\-\_ `3 0, �a3 0, I cii a _� - -1 Z 53.0 I I 0 y i t ROD R SHELF I Sp I .. v w 1 I I ^ � _ •6. i I tY // 2 i - B. -3 0 L3 0' SHELVING ..I\ -a- NICHE -i✓ �„ \ ALL"CCi___ Cr,-I'JN.�._ i i 'x� i' �� I 1 i \ t ` \� �' / CD REF i:� ^A--= I I v 4 ) I CV t' 3-�' - '1 DEN �� I /'� 1 I aCD '- }_ -� 111 LAUNDRY ', f _ - 0 L�5 INT WALL -\ N _----- _ d• O WC t .fl 6. I i i;� r.��`\ -� =,-- �LR �L✓`E�- -+- ti - .... - R D a SHELF I CL Z o0 s b 11 I '\ Q so CL 11 ,r I - vlo� HALL PANTRY , ,n F L LAV �. �• 0 32"x60"TUB„ LINEN =,' ;' --- STAIP �' ---- 6• b - r'• I ' u� w SHGWER l .1 D I CH�SE i 6 MUDR OM 6 1 - _ _ ,I 'I' E PED e T "6 I cl :cxO Ii1T l'lALL =c s-LT�1 I 1 O 0 Q) X DN=-� O z �Jv T--d 1 � �� �• � fi=,\:✓��.I_ \ 1 i i,\x�i I I � in\ � � � f S :BATH 1, 1 O O-EN d4 _ _ 2x6 INT HALL ` r,=.0'/E w I -/ '6'i J '�''_- tit c FCN^- =--w _ IvN\- �'c----`1 O Q Z I 51"VANI I Y _ 1 __ d �n 'rIT C - ---- r L I \ U ti! w d1` ROD f3 SHEL `r: 'M I :�•,DD 8 SHELF ` "' < Q � -Z I FL E - _ i :::.4i I I 0 N C) a ° STAIR i �, CH E WALK-IN 2rh IN7.,v[LL = \zJ ____ WALK�IN i K - C L AT- ,'� C L A: N -.J•�K/',./L_r\-a_L"3 let I _ B• <'• 't, I-_ O ev /0• I0 GARAGE ,;; UP - rI r1 i s L----------------------� FOYER ' - Y c _ •.a3.1 4� _ Ib'x�, G•�L_= 1� i ut _ vi I a3 I � _ O �' ! .; BEDROOM#2 BEDROOM#3 TEMPEPEp - - .�\__' co f .pi S' 2559 CSMT :;T� L"IT NSE�_1.:C, L`� `✓ _/I_'r� ° H=A c � �r r I \ T-\T Hr./-�=--'\=E \T H\•/C R_- \_- v •TJ ) 'GFc ^,n`::� L.L_ I BLUESTO E I I EN=e::=1\GY�=��A= —-- �,�=��;=\_• E=_�.a= I z N 16Y,"c3'J"OVERHEAD U i % Q� 0- 366E DF 356E Ur v 355E D! 3h' +� a N TERRA I _ --------------------------------------- - - ----------�--- ---- I I `, r- '� I I � � ' .' ; d Ll J 'E-NC, V\:,LL 1 J c r GCL.'-V GG/_R� 4- <•\_t\ EEL:N ALJ'/ S4--_< o W III b 'J - '/I / -5' / -0 / _-- D{S -.c , D •� _IKE C;F AA_L r✓=L':^ b �t It I C „p _')_SECOND FLOOR PLAN \30 3l ROOF PLAN �• o ( , FIRST FLOOR PLAN_ �_ SCALE 1/4-=I'-0- i SCALE „[,-_,'0- r SCALE I/[.-=I'-0' r Y FLOOR,APE&"A"UNIT BASEMENT: 777 SQ.FT _ FIRST FL,). - 993 SO FT SECOND FLOOR: I,LL5 S.)F- T.?TLL 3 2)J S?.=" GLRLI=E. L 9 r T 2 0 21 L• e• = VOLUME: 28.023 CU FT. r 0_0? ZZui _ "v Iu U ✓I M ` I.- I- J N ='l OWUcc n W -3= C3 O _ - U x Q `D q�q M cy��t�` CL -E-EGL a.. --1�=i ==� 4 * f ~ �� I csD rt a_F/-aL T�ccr t rt •�_F-.t_-•��,�- - � --•.\G,_C 9 � 0 V✓L= �! Nr�l i y ...........................................................................-- A-Ti­­-_HCAG G- I AT T--t--4G Or I - L I\ I o w Cie v '< v=/G •AIM:. -- - - I -Ic r.-T_ _I.`�. - •.N FIL TR N y A_JV_AV ✓.' =`c:h _'C_ i \ /t: =A•/==_ 4`1 EAN/E?� CD _r-.ac_�=(T-(= / _=�_R� -.- \ �A3.0 F<..�=_(T F'. (� O 014 U co =VG - -R v _ I� i --- V.:T< Q v -- i Il -- -- --- '_ /� �c N I --- _ - -- ---- I I �- _ > Lij nl\G^n ITYF'.. - Q - �� n 1\�Onc• ..G I�1� I -. _- 1 �, _--�•---•-•--.. "_ - I ' i � --� W -� �✓ � � _-A. -Till it- T 0.SUFLOOR T0 SUBLOOR ----------- - ./ T 0 SU B'�LGOO R O �1 Q Lu Q Z W W ALJN J L H =R�I•. _'k_ i _..--_ ✓1CR✓!_R I I __ a �- T� 1 - - l I I U w w =aG=Z�IT Y=., I �� .� t-.'❑� ��-. r�� -.! 1 -J..____ I --- -_L_�.! '.___�....__.: (.__.__.--- I � � vUi � -RIM O I L I Ll I I I_ �� : ; U i L I Lit I j �-.R^✓1_vI.M V�.O.V=R=--�-�� S Ii--�'_ ---='� =- --rri: _ �U�- V ....._.i�. I �if ' I � _ _✓��l."4-RG'Z"/AG__.__._....... TY..1 - L ' D-S TO SUBFLOOR T O SUBFLOOR T O SUBFLOOR-----D1S. II Q _ -- - - - - - - - -F N=-I ORA== W `''V GG�/C<� <�A:=-^.\ , I I I -aV=mac-_RWA = _ A3 1 ------ ------ --- = ---- -�- L -------------------------------------------- -- /----- •� I i'� ' a,vR��a_.1 `� I� -� O M i �-- ------ -- I I i ------ I �e c `------- ---•-- r. I r r- B(` T 0.SLAB I p T O SLAB I i p T O SLAB ' ' f -N EH GR.��C I I LN-E O\ 01 FRONT ELEVATION 't (21 REAR ELEVATION _31 ,31 �, c•;`�1=ac _ N SCALE I/4"=1'-0* \ l SCALE 1/4'=1'-0' REAR ELEVATION wALKOU 3 / WALKOUT GENERAL NOTES: SCALE 1/4"=1'-0' r I. SEE EXTERIOR ELEVATIONS,SECTIONS FO WINDOW/DOOR NOTESP ALL R.O.8 TOP PLATE HEIGHTS.UNLESS I ALL tNINDOVJS/DOOPS TO HA%E MUNTIN PATTERNS.AS SHOWN ON ELr- /-'TION_. OTHERWISE NOTED Z. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING.UNLESS OTHERWISE NOTED. 3 PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED 3. 2x6 NOM.EXTERIOR WALL FRAMING 8 2xL NOM.INTERIOR,WALL FRAMING.TYPICAL. I. PROVIDE SAFETY GLASS IN LGCATIur15 AS REQUIRED Be CODE UNLESS VTHEP.WiSSE NOTED. x r CDL Y • L Y 0 2' 4' 8' - Y 3 ISLA 0-00) F­----I f-7 7_1 Z Z uj '-'2 L Ef,T 1-_-N_- = Lu .3 1! -71 74N n I=\,/ F;-LN <5i T� 0 uj u _R M. LP LNP�___R uj _.H R 11-1 A FZ I A 1� 0 u A c.,=:;) _NT. TH.,F\--\L S-7-AT-I\6 L NER cc E- CC;"LL PA\lEL'_t- -- SEPARATION WALL DETAIL 9 SCALE 1-112'=1'-0' r D.AR m. 8 SEPARATION..WALL DETAIL T 11 PORCH EAVE DETAIL .. .... 0 SCALE 1-1/21 5 SCALE 1-112"=1'-0" ca 7 SEPARATION WALL DETAIL SCALE:1-112'=1'-0' 9 12 -i3 0 1 ... ......... 10 1,,A .......... '.. I._:;;._. <l /i�.. ... CAM V RA---ER-7 < Ffl:;;Nr7 L J" < t-l-=7 AL -H o;;z F 12 v T`-.ROOF:�,ONt_%T. z 0 0) r 0 - �Q > Lu EA 5U-: =A=E;P, • A'3-F'-ALT :s__*j__r__R I :. -4-`I-,,- L • X N�H 'A CI NC• 57=_0- Rr- NEER� 7X- 15-4:ATH INS,:_A71ON • -N- V�0 "I\Z;:M A,3 V) CD r"NE =A I CN 37 AD CIO_\RD C) F- A < Lil 5 0 ��ON-_PZZTE =Al\--­1 flH IAA:r _LL� I R —.0 Lu A E- 2 FZE ArE-- TO=-=-Ate; 00 06 r---"CNT Lf.::"Z� > (-Ofl;z 5---AT-\0 * \() I . I FOUNDATION DETAIL -.,b^:7 S-­L7,>_�- -------- 3.� -110=L-AD. 0 SCALE 1-1/2"=1'-0" -1--- E s_=;zA-'FOAW MAIN EAVE DETAIL z ,OF<_1015 12 7L�C/R �5 4 RAILING/ TRIM DETAIL uI Aq,:�FA NT SCALE 1-1/2'=1'-0' > S--F 5:"A=,7,;.PA N- a 50 Is Y:2'5*f- 5CARD 6 Lu SCALE 1-112"=1'-0* 0 --A\T A3 0 SUBFLOOR T 0 SUBFLOOR 1-�T.O. 2 12 U, 10 uj u < 5(;I-T-U= C 2-1-;LR RATED RA-\0 a,l 6 NOTE .12 12 0 0 2)R0^5 2X4^D. %,A3.0 PRIOR TO INSTALLING SHINGLES INSTALL GRACE*ICE 101 10 & WATER SHIELD'OR APPROVED EQUAL SELF-ADHERED --- ---------F3 A:�F 0 A R P RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES I-&E I<0 L A 5 t_=-A!:,0 L 15 1 C I A--ZNJ-\T��\ I - EAVES RAKES VALLEYS HIPS ROOF-TO-WALL 0 2) ::1111z, .3OAR::; INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO ROOF SHEATHING INSTALL*ICE&WATER SHIELD"FROM THE AIR��FA:�E EA C-I--,E EDGE OF THE ROOF TO MINIMUM 21.*INSIDE THE EXTERIOR EOA:Z-EA -Z.-EE E 5 1 1\0 WALL LINE INSTALL PER MANUF INSTRUCTIONS :;E FA --F<- ci 0 0c) =LOOR_'ON-T. GO\-!T 0 -,q• - r N_-74-F-OO;z, 0\-- F'41,7 F L co 4 RCN --fN' z�LA_ 57'-E:=Lf;0 P, J015- _L7�_l MASTER 5 N HALL BEDROOM#3 Z_2 E!�)A;v,7:7'F-:,N_ LO BEDROOM a3.o C�l Ilk T.0.SUBFLOOR T 0 SUBFLOOR TO SUBFLOOR 7 2 4 L I L (D Ez c CON' �\7 A __'_--:,K-T T,.. — —:: - . ... - - • S SON:', A A*,5:�'A'_E =Y:=TErl/ LIVING MUDROOM & V4-",LL _j ROOM GARAGE L _!IZZ N L A-0 A f--0 -,C5 2 2xz^D S-=;kA'F04%`II-1 LO/__R 0 \=j_A_f IT F A 1--e'=OJ\:�ATION HALL > �5­`F 30A;R.:,; PA N- ;q=-I\ :�O\C.F:�OT N!5 TL�ZA_ I\-O MkT 0.SUBFLOOR 1,10 T T.O.SLAB @DOOR ALL YhOOD L lir G .0 CONL CCN�_r LL IN DIRECT CON V7,LA=_:�045 -.:. III !* NOTE. 3 j U. E= fill-1 r jr CONTACT wl =_-I\ --LA5 WOOD RE N CON�� A= u C L ALL CONCRETE f r• f'A L 0 A O;;Z IN DIRECT 10 m_.=C_ /AFOR -n ir, SHELL BE a AQ zl;I__R CONTACT w/ CARP ER PRESSURE CONCRETE i=2 B TREATED ON j5;z-\/z_ ON SHALL BE CRA A�_, 0 FINISHED BATH rEr, PRESSURE la, 0 BASEMENT TREATED. SLAB T 0 T 0 SLAB B B T 0 SLAB B LRA/E 12 A Ty 0 0 C-t;NNE�,T S:,EAl\ RE N C NS,=-rwO WALL SECTION BUILDING SECTION — WALL SECTION "RE 3 2 SCALE 112'=1*-0" SCALE 1/4'=1'-0* SCALE:112*=1*-0" -r,-, 'T �IAFVIN 2IF'F,-- CA-IZ-1NI'l TzF), I A 71C�I-j \EA 0-1;`,`FRAHE Tilj.\,CAT 5 Z7:7. 'I3-ALLATr->j ^lrFNII,r :zrr E.:*I AsHiI,jrs i-i F 0 E 22 iL c 10 AL L 41,A!_ ---f SYSTEiv-,;ITEC 12 I:,,NJ`T. z z Ui \A L N5 WINDOW R 0.HT uj 0 c 77 SEE EkT ELEVATIONS Ilk ........................................... 0 ui U AND ad in Lu �41 L 0 u 7 u 7 i:rl D ARC, L LL"r=. ,-A' C A'1:=J =Af-1,,:7zA'- c ACC, =A\1 ='V-T;Z V 0 =Al\- - Ar;ZZ. T F\T V\A!... E�AN F- TYP. EXTERIOR WINDOW/ DOOR CASING SCALE 112'=1*-0" CI C. .01 It MAIN RAKE DETAIL 5 DECK DETAIL TYP. WINDOW DETAIL SCALE:1-112*=1'-0' SCALE 1-112'=1'-0' SCALE:1-112*=1'-0' cii �cl NOTE > --F.F-A,-;;,;00=LON:---T. PRIOR TO INSTALLING SHINGLES INSTALL GRACE'ICE T:;Z'00 C,\1 ui WATER SHIELD*OR APPROVED EQUAL SELF-ADHERED RUBBERI:ED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES • T 1 1� z: -:K:� EAVES RAKES VALLEYS HIPS ROOF-TO-WALL A r�I\-S INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE • .2x& 6 EXT. T ROOFS THAT ARE FLATTER THAN A 3 1?SLOPE DIRECTLY TO RAFT R-�--(s 16,c L ROOF SHEATHING INSTALL'ICE a WATER SHIELD*FROM THE \0. C,4 2-4 0 1 C) EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR 5 7�5 0 A R 0; EN-.KAL- WALL LINE INSTALL PER MANUF INSTRUCTIONS EXT./q-\--CON-'--T E�--:,::;:5:;-\FRP ENT.114ALL`OK�T. A5.0 -Z E -TA L F E"C; f Lli S 7 _OF= FT. 00 00 F 06 — ,kT.O SUBFLOOR T 0 SUBFLOOR T 0 SUBFLOOR 2 2 2 A 4 0 Q) j d FLOOR > 5 5 r--=-CON:;>FLOOR F-00;;,7 Lu 0 Lu 7,::: 43 0 :7E-A -'3 0 :=,r--= �;ETA E:EA:�50AR7,, .-3 01 A-� A- 50FF T Sim a_ < uUf ul 3� < Lu u < 1 In C) r u \-'I\ NOO^A:- 50- L 0 0 w :1 H 0111 N C A;-4 C;A L c r AA-L--CN=T. SEE M=-A 17 L A5.0 z A =L ;;Z:ON_T.. C=--A L 3/A5 0 50-"5 ---E L Af -T-R r 0 T.O.SUBFLOOR --—-——-—-—-—- jkT 0 SUBFLOOR -—-—-—-— ,hT.0 SUBIFLOOR 0 5 . . . . . . . . . . . . . . . . Z S: EZ3 .......... ­4 1 F.. ..... AL CN Ht ?CC COT 5 A_ 7 (D cyl C"4 > Z: T Q V 7-K== -0 NTH ANC 5*--';; V) > CriP�GTECJ301- i; ✓ 12' E--Z 1 R DR,, K 2 �VJ D=--A L 5 Ftz :�E-\I-5 A5 0 :7;=T A A 5-0 T 0 SLAB T 0 SLAB T 0 SLAB B B A I=`;;Z U;;F V. I\ K=-,F`=EE C-) I -A=R C I\ C-a z :-f; I\EA ✓ 15TRJ'-' -J4;,:. 0,1 C T 10 4.: 4' :,�RAI\ N *-lz N.CION�-,-00 N5. F\T;ZE L=N:S--- .1:7 7.F�ri\y- -;-7AVE-,V\:4,AF=E-��:N F*L�-R S=-E s F:Z-\P AA-L rr, =AEH -0 C';,4 AN NFL WALL SECTION (y) SCALE 112'=1'-0' WALL SECTION 2 SCALE:112"=1'-0' 7- CIO F WALL SECTION Z--, A=-.:q I cl. ✓ SCALE 112"=1*-0' CAMERA-O'NEILL ENGINEERS CONSULTING ENGINEERS itruttu:al cnginerrir.�•^+;inn :ii SIn C:V�•r.�.'nr I I I G Camera/O'Neill 12"THICK GONG.FT 4J:.S:u..Sy3i ':�r,su�li.y c REINF.W/95 BARS 0 12'O.G.EA.,BOT. 13'-Sn' 15'-4K' 13'-56' i5'-4K'r , _ K' �}NEV,�r PROVIDE�5 BA AT 24"O.G. I'-4' 12'6K' I'4' ON WALL.PROVIDE 05 DO 5 INTO FT6. COORDINATE � �"� � � VERTICALLY I HORIZONTALLY CENTERED A. h 9'-4' WATERPROOFING +.ail•• � K' _ r } 1 TO MATCH VERT.REINF. AND DRAINAGE W/ 4 �.•< oVr GONG.FT6.REINF.W/#4 b _& ''t`' gBARS 0 12'O.G.E.H.,BOT. b b} ARCH'L DW65. SO.I r >,- tv z Z W PROVIDE I INSTALL �sf '� �' T.O.WALL � W O3.s�s�..h.SIMP50N ABU66 STANDOFF ICOORD.W/BASE I FASTEN TO GONG. I I ARCHL] PROVIDE!INSTALL 1'�• � -�.Y• 4� O i.,U5' w/3;DIA.EPDXIED - I :> t ac o�SIMPSON ABU44 OR ABU66] 5' STANDOFF BASE I FASTEN %a5• THREADED ANCHOR ROD((i" 5• OTUBREEPIIERR,,YP m TEPOEND TH 5'THREADED PERMIT SET EMBED) Y-2' I 10'DIA.REINFORCED. .MIN.3'-6' ; _ 8' l fl ANCHOR ROD(6'EMBED) SONOTUBE PIER,TYP. U V = o BELOW 6RADE) 4 I Q I 50.1 I '-1• GONG.FT6.REINF.W/a4 } B OF.MIN.DE)3'-6 J COORD.W/ARGHL �I'-"DS' � BELOW GRADE) i--� Q [B.O.F.-14'-0"] 50.1 Q I BARS a 12"O.G.E.W_BOT. ° +B �/ , L- ---- - -- - - I 1 , I L. J o ADJACENT I 1 ADJACENT UNIT - --- _ FOUNDATION T.O.SHELF _ 50.1 9 UNIT 5 " [-10'-2'j T.O.WALL Q ty FOUNDATION I -2' 50.1 5' I^T.O.WALL®WINDOW i T.O.STEM ®DOOR 51M 5" r I : I O (COORD.w/ARCH-1-1 TA.WALL 1 I -v 50.1 FT6.STEPS I I: I-ID'2'] �- [B.o.F.14'-O")- - I-O'-5►i"] I 5• 5" I� ------ -- ----------- -- - i I� I I I m PROVIDE#4x48'� ----- ------------ -- -' - -= - --=-- ---=l R.EBARI - to / DI AT RE-ENTRANT TRANT ----- -- -- - I PROVIDE#4x48'J ADJACENT DIA60NAL REBAR [B.OF.-10'-10'] SLAB CORNERS. � � � I '• UNIT I I AT RE-ENTRANT � I I t i FOUNDATION SLAB CORNERS. TA-0'- 3q I I. I ADJACENT T.O.5LA5_ °v O O I FT6.5TEP5 I LL I UNIT INVELEV.-9'-6' I I I ELEV� T.O.WALL _O I I FOUNDATION 6 BEAM POCKET ' I ' I I T.O.SHELF I 1 I (COORD.WU 6.C.) 50.2 I I I SLAB DETAIL OI I ^ [-10'-2'] , '. I 50.2 I •• I I SLAB DETAIL I •.I: I SO.I T.O.STEM OI I: I I I I'. I SO.I OI I.' I z I I [-q•-6•J � I C I I � 10'WALL 4'NORMAL WT.GONG J m� 2 i I 10'WALL 4"NORMAL WT.GONG. m' I w I'-10'FT6. I I I'-10'FT6. SLAB-ON-6RADE. SEE DETAIL I SEE DETAIL 50.2 I I I I r-1o' I2'-6�': I PROVIDE I INSTALL I I � BEAM POCKET AND P.T. I O BEARIN6 PLATE TO I I T.O.WALL ACCOMMODATE BEAM. I I T.O.WALL I z N PROTECT UNTREATED LUMBER WITH BUILDIN6 I 1 I { I Q THICKENED SLAB, I I FELT I - I f 1 THICKENED SLAB, I I SEE DETAIL I i I I I SEE DETAIL I I .• to I I � .� I I I � -� I Z I I I I I Ty i I 0 Q O 50.1 T.O.WALL I I I O I T.O.WALL I I Q 0 m I-o'-5<4•J i i I i I I 50.1 0 z N _ I Z cn O ADJACENT I I I I ADJACENT I I I I I I Z Q z UNIT I } T.O.WALL I UNIT I I I O FOUNDATION I I I I ( T.O.WALL I [-O'-5v4•] I FOUNDATION I I I I I T.O.WALL 6 BEAM I I I I I-0'-5►'4] I � 11._ . J 20'-2' i'-lo" I J 20'-2" T-Io• IT.O.WALL POCKET(-1'-6114"] I POCKET�'4BEA°]M U J w L--- _- (B.O.F.-10'-10'1 I I [B.OF.-10'-10'1 I I I I p V') p IN THE EVENT OF SEP TE ( I SIM I I IN THE EVENT OF SEP TE I J I I � POURS,PROVIDE a@ 1 C. I I 5 LL I 10'WALL I POURS,PROVIDE I INSTAL.a5 I SIM i ( to,WALL I 0 x 30'LONG DOWELS®12' G. O I x 30'LON6 DOWELS 0 12' .C. I 5 I O VERT.DRILLED I EPDXIED I O 1'-10'FT6. I I VERT.DRILLED I EPDXIED I o I {. I 50.1 FT6. } FDN.W/b' I I I PR IDE I INSTALL FDN.W/6' I I LL - I OE I INSTALL • I I I I B POCKET AND P.T. I O I I I POCKET AND P.T. I SLAB DETAIL I I B RING PLATE To I m I SLAB DETAIL I I IN6 PLATE TO n` 50.1 I I I I ODATE BEAM. I I MMODATE BEAM. I I I I TEGT UNTREATED I 50.1 I I I I TEGT UNTREATED W I SIM T.O.WALL I BER WITH BUILDING I I TA.WALL I • z I I I ®� I ,. I I SIM POCKET r• I WITH BUILDING ` 3 = 4'NORMAL WT.CONG.� I I b POCKET I I T 3 4'NORMAL WT.CONC. I 6 ®BEAM I T 50.2 I I 0 SLAB-ON-6RADE. I so.1 [-I' ','] I r 50.2 I : I 0 SLAB-ON-6RADE. I 50.1 [-r-d'4] ( �- 1-w SEE DETAIL PROVIDE I INSTALL i I O I I I �-w SEE DETAIL PROVIDE d INSTALL I O I I O BEAM POCKET AND P.T. x M I $ BEARIN6 PLATE TO I T.O.WALL I I I I BEAM POCKET AND P.T. I -o' O w 8 s BEARING PLATE TO TA.WALL `Q pJ4 T.O.SLAB ACCOMMODATE BEAM. I I 6 BEAM u I I ' I I p�p T.O.SLAB ACCOMMODATE BEAM. I I 0 BEAM 'I I - ELEV.-1'-0'0 PROTECT UNTREATED I I O POCKET O I N O ELEV.-I'-0'® PROTECT UNTREATED I_O POCKET °' a N GARAGE DOORS LUMBER WITH BUILDING I (-I'-d'i') m I .I'. I I I' I 6ARA6E DOORS LUMBER WITH BUILDING I ' I I U. I FELT I- I 4 I I T I I'. I 4 m I . i a T.O.WALL I 10 I i 50.2 I i a T.O.WALL I I 10 p I I 50.2 _ �•,--- [-0'-5r4'] I I I-o'-5►'4'] I m I _Y ^'T.O.WALL - I IN THE EVENT OF SEPARATE I I _ `�; " I IN THE EVENT OF SEPARATE I [-0'"r�V4"J I •• I I .. I W41] I ,�• I POURS,PROVIDE I INSTALL p5 POURS,PROVIDE I INSTALL#5 - /I x 30"LONG DOWELS®12'O.G. I ° I I x 30'LONG DOWELS®12'O.G. I I I I \iJ al VERT.DRILLED I EPDXIED INTO --- -----1 L___ _ I I I VERT.DRILLED I EPDXIED INTO --- I N [-0p'-WALL FDN.W/b"EMBED. I I I I T.O.WALL FDN.W/b'EMBED. i18 TA;WALL LL --------- I ---- i J I 0 BOOR I I 6.WALL ^I I 3 i 8 T.O.WALL I 6.WALL I 50.1 [-r J I I '1. 50.1 0 DOOR I 3 ' t_ ---- --- -- -------J I I 1 -------- --.- .----- ---- -- -------------- 1 of I Q u�NITJACENT - ----- ---- --- ---- - --- ---------- ,� I Q ADJACENT ADJACENT ---- --- - - i I -_ L FOUNDATION I - -- --- --- ---- - i I Q � I ,p FNIOUNDATION 3 J ' tD UNIr (- 4 IBA.F.-4'-6'1 o I I r- ADJACENT [- Q [BDF-.-4'-b']UNI cTn� FOUNDATION I in i L--- - tT FOUNDATION I Q I L_--- I V - I L-------- -- - " in .I - I 50.1 L x L - - - --- - tl'-Io15' tl'-IOK' T.O.WALL p tl'-ICJ14' T.O.WALL Q x I-I'-4'] _ [-I'-4'1 - tIV-3•COORD.W/ARCH'L 8'-0' 10 I I tlb'-3°COORD.W/ARCHL 50. - I z c &;0!A Ilk UNDATION PLAN-WALK OUT BASEMENT FOUNDATION PLAN-E6RE55 WINDOW!-E`v4"=I'-o" SCALE:1/4°=1'-0" FOOTING 5GHEDULE - FOOTING FOOTING ID TA6 SIZE REINFORCING 2'-O"x2'-O'xl2"THICK. (3)04 EJ^i.BOT, F25 2'-6•x2'-6"xl2'THICK (4)04 E.W.BOT. 'xl THICK 4#4E.N. T FOUNDATION PLAN NOTES: ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKET5, I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS = 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH _ PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND GEOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWING PRIOR ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. TO CONSTRUCTION. 3. "LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONGRETE.PROVIDE THICK'SPRINGFIELD"GAP AND BASE PLATES AT ALL LALLY COLUMNS. t 4. SEE 6ENERAL NOTE5 FOR ADDITIONAL FOUNDATION INFORMATION I SPECIFICATIONS CAMERA•O'NEILL CONSULTING ENGINEERS 4"INTERIOR CONCRETE ""•�',,L "`• �j SLAB ON GRADE w/bxb w W1.4xHIA W.W.F.SLAB 2xb WOOD 5TUDS Camera/O'Neill SHRINKAGE CONTROL JOINT w v CONCRETE SHALL BE DOUBLE 2xb SILL(P.T.).FASTEN SILL (PROVIDE SAWGUT JOINT O Lu _ 3000 psi MIX W/NO PROVIDE AND Ib°O.G. F INSTALL CORNER 36• PLATE TO CONCRETE WITH 6ALV. " IN GONG.SLAB AND FILL w/ BARS TO MATCH ADDED AIR ENTRAINMENT. DIA.EPDXIED THREADED ANCHOR .� to EPDXY AFTER SLAB GUREW z � SIZE AND SPACING EN05(b'MIN.EMBEDMENT) RUN HOR BARS OF REINi°E:R.ALL 3b° f"gip ` I r,�` 10 MIL.POLY.VAPOR LONG PROVIDE d INSTALL 51MP50N P.T POST, t !. 9 RETARDER.LAP EDGES -� 05 x 24'LONG ABUbb(OR ABU44 AT 4x4 SEE PLANS q,:;.i� �g'`r' a b"MIN. N N POSTS)STANDOFF BASE d �: �., r I CO NC.SLAB O BARS®12"O.G. � .�•�� . :�' �T. z z /yjfff{{{///J/ • ,' - • • GRADE,SEE PLAN (2)CONT.#5 FASTEN TO CONCRETE PIER W/ ' ��✓ «,�K::-,� 4• c'j 6"THICK COMPACTED T.0.5LAB EL. BARS.BOTTOM DIA.EPDXIED ANCHOR ROD(5'EMBEDD L ±i:` 4 1 o u U ,si F > c. GRAVEL BASE LAYER """""•; •c p u, / EL.SEE PLAN tr ` UNDISTURBED VIRGIN 501L U OR COMPACTED GRANULAR FILL •'• 4) ° PERMIT SET U = G.�z 3 •cuj J CONCRETE WALL INTERSECTION I p IO'DIA.CONCRETE 50NOTUBE a DRILL AND EPDXY ALL 1.5AWGUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. LONGITUDINAL THICKENED SLAB v 2 rU OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE REBAR INTO FACE OF en 6.G.NOTE: 5AWGUTTIN6 EQUIPMENT. CORNER BARS TO MATCH 51ZE AND FOOTINGS AND WALLS AS AT LOCATIONS WHERE INSULATION 5PACIN6 OF HOR.REINF. OCGUR5,TYP. 2'-0" 15 REQUIRED BELOW THIGKENED m PROVIDE d INSTALL 2.LOCATE 5HRINKA6E CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT 36' CENTERED ON SLAB,PROVIDE AND INSTALL 100 z_ (3)#4 HOOKED MAXIMUM SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING HALL ABOVE P51(MIN)RIGID INSULATION E DOWELS SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 1.5:I LENGTH z 7b TO WIDTH RATIO. •. m 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PREFABRICATED 3 SECTION THROUGH INTERIOR BEARING WALL AND THICKENED SLAB PLASTIC STRIPS INSTEAD OF 5AWCUTTIN6.SUBMIT CATALOG GUTS FOR 5GALE:3/4"=1'-0" APPROVAL PRIOR TO U51N6. B.O.FOOTING EL.SEE PLANS 4.INSTALLATION OF ALL NON-STRUGTURAL GONCRETE SLAB5-ON"6RADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND 4 CONGRETE 50NOTU13E DETAIL,TYP. AGI-360 AND AGI-302. 2'-b"MIN.LAP SCALE:3/4"=1'-0" • INSTALL INSIDE (2)#4 BENT BARS CORNER BARS TO AT BOT.OF FOOTING MATCH SIZE AND OTYP.INTERIOR SLAB ON GRADE DETAIL ShIPAALLING REIN�F EHOFR STEP VARIES, Z SCALE:NONE �• SEE PLAN O 12" (3'-0'MAXJ uj " I •' .•2 b'MIN.LAP A RATED HALL (TYPICAL) r t CONTINUOUS �11 APSHEATHIN SEE to FOOTING GENERAL NOTES. CONCRETE WALL CORNERS p> (2)#4 GO IT.AT t7 BOT.OF FOOTING 2xb WOOD STUDS®Ib"O.G. O m b'MIN. (2)#5 CONT.AT UNLE55 NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOTJ FASTENED CV TYP INFORCED CONCRETE WALL DETAILS BOT.OF FOOTING FASTEN PLYWOOD TO ALL TO CONCRETE WITH 'DIA.x 12"LONG 0=7EN ONE DOOR JAMB BEYOND� PLATES WITH 8d NAILS®4° HOOKED ANCHOR BOLTS®48'O.G. AND � O.G.EA.PLATE,TYP. b'(MIW FROM BUILDIN6 CORNERS,WALL 0- TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS®12" 36" ENDS,AND DOOR OPENINGS. SCALE:3/4'=1'-0" COORDINATE SLAB EDGE O.G.®GARAGE DOOR J i DETAIL WITH ARCH'- OPENINGS 24" PROVIDE AND INSTALL FELT BOND DRAWINGS T.O.WALL BREAKER WHERE SLAB I5 POURED Q Q EL.SEE PLAN A6AIN5T FOOTING/WALL,TYP. F— GONT.#4 NOSING T.O.SLAB T.O.SLAB 0 2xb HOOD STUDS®Ib'O.C.UNLESS 2xb WOOD STUDS®16"O.G.UNLESS _, — _ .5 5 SE P Z NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLAN5 OR T cn T.O.WALL SHEARWALL SG►+FG LES. STHE R 15E I SCHEDULES. EL.SEE PLAN • 2 1 �CONG.SLAB ON #4 ®TOP OP BAR WALL GONG.SLAB ON O Q z DOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED GRADE,SEE PLANS GRADE,SEE PLANS TO CONCRETE WITH in DIA.x 12'LONG TO CONCRETE WITH J'DIA.x 12"LONG #4 CONTINUOUS BAR® - b°WALL _ b'WALL U J L HOOKED ANCHOR BOLTS a 4b"O.G.AND HOOKED ANCHOR BOLTS®4b'O.G. AND TOP OF WALL v> Q b'(MIN)FROM BUILDING CORNER5,WALL J'T86 APA RATED b'(MIW FROM BUILDING CORNERS,WALL 'T46 APA RATED Lu U ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR b"TYP CONTINUOUS b' •' BEVELED 2x4 CONTINUOUS T.O.SUBFLOOR T.O.SUBFLOOR BEVELED 2x4 TYP. SHEAR KEY,TYP. EL.SEE PLAN EL.SEE PLAN SHEAR KEY,TYP V J T.O.WALL T.O.WALL v EL.SEE PLAN • EL.SEE PLAN 'n Q in Q FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL PRE-ENGINEERED . -.'.` — • — Q PLATES WITH bd NAILS®4' PLATES WITH bd NAILS®4' FL ES B.O.FOOTING B.O.FOOTING f •..+ O.G.EA.PLATE,TYP. O.G.EA.PLATE,TYP. EL.SEE PLAN EL.SEE PLAN (2)#5 CONTINUOUS (2)#5 CONTINUOUS } (2)#4 CONTINUOUS000, (2)#4 CONTINUOUS _ 3 FOOTING SHALL BEAR ON BARS®BOTTOM OF FOOTING SHALL BEAR ON BARS®BOTTOM OF BARS®TOP OF WALL BARS®TOP OF WALL I'-b' nn ll PRE-ENGINEERED TOP GHORD _ NATURAL,UNDISTURBED FOOTING NATURAL,UNDISTURBED FOOTING W BEARING FLOOR TRUSSES, 5UB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY _ z SEE PLANS CONT.P.T.2x6 LEDGER FASTENED COMPACTED 6RAVEL FILL. COMPACTED GRAVEL FILL. TO GONG.W/0.151"DIA.HILTI TYPE " f P.T.2xb BLOCKING BETWEEN X-U POWDER ACTUATED FASTENERS = TRUSSES FASTENED TO GONG.W/ SECTION THRU GARAGE DOORS SECTION THRU GARAGE WALL _ ®16"O.G.STAGGERED.CEILING b 0.151'DIA.HILTI TYPE X-U POWDER STRAPPING SHALL BE FASTENED SCALE:3/4"=1'-O' SCALE:3/4'=1'-0° — 0 ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)Bd NAILS - O BLOCK.CEILING STRAPPING SHALL BE FASTENED TO BLOCKING W/bd NAILS®8'O.G. — no` APA RATED WALL 2x6 WOOD STUDS®Ib'O.G.UNLESS SHEATHING,SEE NOTED OTHERWISE IN PLANS OR = Lo GENERAL NOTES 5HEARWALL SCHEDULES. - (� • FASTEN PLYWOOD TO ALL DOUBLE 2xb SILL(P.T.ON BOT)FASTENED 10'WALL 10'WALL PLATE WITH bd NAILS®4' TO CONCRETE WITH 'DIA x Ib'LONG 36" W N O.G.EA.PLATE,TYP HOOKED ANCHOR BOLTS®4b"O.G. AND b'(MIN)FROM BUILDING CORNERS,WALL #4 SLAB DOWELS®12° 24' r— • ENDS,AND DOOR OPENINGS. O.G.®TERRACECONG.SLAB ON J T.O.STEM GRADE,SEE PPLANS FOUNDATION ; T.O.SLAB W LAN ' _ EL.SEE 5LAB #5 CONTINUOUS HORIZ. - BAR®TOP OF STEM T.O.SLAB 6'STEM EL.SEE PLAN ° T.O.WALL PROVIDE AND INSTALL FELT T.O.SHELF ` PROVIDE AND INSTALL FELT EL.SEEP 2 GONG.SLAB ON PROVIDE AND INSTALL FELT BOND BREAKER WHERE SEE P 4" BOND BREAKER WHERE GRADE,SEE PLANS BOND BREAKER WHERE CONTINUOUS SLAB I5 POURED AGAINST CONTINUOUS SLAB IS POURED AGAINST SELF SLAB IS POURED AGAINST (1)#4 CONTINUOUS - b"WALL BEVELED 2x4 FOOTING/WALL,TYP. BEVELED 2x4 FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. BARS 6 TOP OF WALL SHEAR KEY,TYP, SHEAR KEY,TYP. #5 CONTINUOUS HORIZ. 10'WALL GONG.SLAB ON GONG.SLAB ON CONTINUOUS GRADE,SEE PLANS b' GRADE c�PLANS BAR 0 TOP OF SHELF 6"TYP r BEVELED 2x4 TYP. TYP. CONTINUOUS SHEAR KEY,TYP. BEVELED 2x4 v SHEAR KEY,TYP. 'n 6„ • r' o o TYP. L _ •' •; _ • = B.O.FOOTING _ BO FOOTING B.O.FOOTING EL.SEE PLAN �EL.VARIES EL.VARIES _ (2)#4 CONTINUOUS _ I'-10, (2)05 CONTINUOUS I'-10' (2)#5 CONTINUOUS p FOOTING SHALL BEAR ON BARS®BOTTOM OF SEE PLAN BARS®BOTTOM OF SEE PLAN BARS®BOTTOM OF • NATURAL,UNDISTURBED I,_b. FOOTING v FOOTING v FOOTING B.O.FOOTING SUB-GRADE OR PROPERLY GOMPAGTED GRAVEL FILL. m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON ELF.VARIES I'-10" (2)#5 CONTINUOUS - NATURAL,UNDISTURBED NATURAL,UNDISTURBED BARS®BOTTOM OF SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY - COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. c"Un FOOTING 0MALIE. TON THRU TERRACE FOUNDATION 3/4"=I'-0. 4 SECTION THROUGH WALKOUT FOUNDATION 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b SECTION THRU FOUNDATION-PARALLEL FRAMING, SCALE:3/4°=1'-0' SCALE:3/4"=I'-O' 5GALE:3/4"=I'-0° CAMERA.O'NEILL CONSULTING ENGINEERS S:f ttu+a_.a�yrury-nev.)n Camera/O'Neill L SINGLE 2x4 SOLE PLATE,TYP • f4'y+. PROVIDE CONTINUOUS 2x4 2x4 MOOD 5TUD5®16"O.G. 2x4 HOOD STUDS a 16"O.G. 'RIBBON"FA5TENFJ.7 TO EA. 5HFARWALL.SEE 5HEARWALL PLANS a 5HEARWALL.SEE 5HEARWALL PLANS a FLOOR TRU55 W/12d NAILS `j`>�v� a j Z Z T fu J a 56HEDULE FOR ADDITIONAL 5GHEDULE FOR ADDITIONAL • ^: ;.t "'c9 '70 °J INFORMATION INFORMATION �!'y — u �' `.'+' w Q& o p fa.U SINGLE 2x4 SOLE -- O _ �G r PLATE,TYP. TO SUB-FLOOR U U 5 PROVIDE CONTINUOUS 2x4 000RD.W AR PERMIT R M I T SETCie "T16 PLYWOOD GOO FI TINE a 'RIBBON"FASTENED TO EA. 5UB-FLOOR. QUI T5 W/ FLOOR TRUSS W/12d NAILS ; 'L DW65 PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS I PRE-EN6INEERED WOOD FLOOR TRUSS,SEE PROVIDE Y4"DIA.x 6"LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 51MP50N 505 5GREW FASTENED STUB P05T MOT SHOWN)BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 JAMB AND P05T LOCATIONS ABOVE. DOUBLE 2x4 TOP INTO PRE-ENGINEERED TRUS5 G.G.NOTE: TOP PLATE,TYP. I BOTTOM CHORD®24"O.G. PRE-ENGINEERED WOOD FLOOR PLATE,TYP TRU55 BEARING REQUIRENENT5 SHALL BE COORDINATED WITH TRU55 DE51644ER 2x4 WOOD STUDS a lb*O.G. 2x4 WOOD STUDS a I6"O.G. SHEARWALL.SEE 5HEARWALL PLANS d I 5HEARWALL.SEE SHEARWALL PLANS d Z 56HEDULE FOR ADDITIONAL I 5GHEDULE FOR ADDITIONAL O INFORMATION INFORMATION v� w (D!CZON THRU FRAMING AT PARTY WALL E:3/4"=1'-0" O O CV O� Q J� LIJ E c) Z j 2x4 WOOD STUDS a Ib"O.G. 2x4 WOOD STUDS a 16"O.G. cn O 5HEARWALL.SEE 5HEARWALL PLANS d 2x4 WOOD STUDS a 16'O.G. 5HEARWALL.SEE 5HEARWALL PLANS E Z Q Z 2x4 WOOD STUDS a 16'O.G. - "- SCHEDULE FOR ADDITIONAL 5HEARWALL.SEE 5HEARWALL PLANS d SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS a Ib'O.G. 0 5HEARWALL.SEE 5HEARWALL PLANS d INFORMATION 5GHF_DULE FOR ADDITIONAL INFORMATION ~ 2x4 WOOD STUDS a I6'O.G. SI•EARWALL.SEE 5HEARWALL PLANS e CL 56HEI t4 E FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS d 56HEDULE FOR ADDITIONAL EE w INFORMATION TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED SCHEDULE FOR ADDITIONAL P.T.2x4 SILL FASTENED TO COETE INFORMATION h Q � NCR INFORMATION w U Q 5IN6LE 2xb 50LE TO GONGRETE WITH I"DIA,x IT LONG TO GONGRETE WITH J'DIA.x 12"LONG WITH J"DIA.x IT LONG HOOKED ANCHOR SINGLE 2xb 50L E p "„ p PLATE,TYP. HOOKED ANCHOR BOLTS a 46"O.G. AND HOOKED ANGHOR BOLT5 a 46'O.G. AND BOLTS a 46"O.G. AND 6'(MIN)FROM PLATE,TYR °T46 APA RATED C00RD FIRE RATING b'(MIN)FROM BUILDING GORNER5,WALL b"(MIN)FROM BUILDING CORNERS,WALL CHORD.FIRE RATING PLYWOOD 5UBFLOOR BUILDING CORNERS,DOOR OPENINGS. 'f W APA RATED REQUIREMENTS W/ ENDS,AND DOOR OPENINGS. ENDS,AND DOOR OPENINGS. REQUIREMENT5 W/ PLYWOOD SUBFLOOR f-JhT.O.5UBFLOOR ARGHL OWLS. PROVIDE AND INSTALL FELT BOND ARGHL OW65. T.O.SU13FLOOR EL.SEE PLAN PROVIDE AND INSTALL FELT BOND BREAKER WHERE SLAB I5 POURED 5EE PLAN L WALL q� T.O.WALL T.O.WA BREAKER WHERE SLAB 15 POURED T.O.WALL AGAINST FOOTING/WALL,TYP. O EL.SEE PLAN EL.SEE AGAINST FOOTINGMIALL,TYP. 14PEL.SEE PLAN GONG.5LAB ON �PRE-ENGINEERED T.O.SLAB T.O.SLAB ODE•SEE PLANS FLOOR TRU55E5, . .' 5 PLAN EL.SEEP SEE PLANS (2)04 GONTINUOU5 GONG.SLAB ON (2)#5 CONTINUOUS Z PRE-ENGINEERED TOP CHORD BARS®TOP OF WALL GRADE,SEE PLANS BARS a TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED LMA BEARIN6 FLOOR TRUSSES, (2) 5 CONTINUOUS _ 10 WALL TO GONGRETE WITH i'DIA.x 12"LONG Y ,[ BARS a TOP OF WALL SEE PLANS AT STAIR OPENING, HOOKED ANCHOR BOLT5®4&"O.G. AND P.T.2x4 SILL FASTENED TO CONCRETE CONTINUOUS PROVIDE(2)ADD'L#5 6'(MIN)FROM BUILDING CORNERS,WALL _ O b' BEVELED 2x4 BARS.EXTEND BARS ENDS,AND DOOR OPENINGS. WITH J"DIA.x 12'LONG HOOKED ANCHOR I,� SHEAR ,TYP 24'BEYOND E126E OF GONT.P.T.2xb LEDGERFASTENED - ° BOLT5 A 46'O.G. AND 6'(MIN)FROM OPENING ON EA.SIDE TO GONG.W/0.157'DIA HILTI TYPE - m r— BUILDING,CORNERS,WALL ENDS,AND _ v X-U POWDER ACTUATED FASTENERS ED nn`` DOOR OPENINGS. a Ib"O.G.STAGGER .CEILING W m _': Q STRAPPING SHALL BE FASTENED B.O.FOOTING a' TO LEDGER W/(2)bd NAILS _ N NV EL.SEE PLAN _ Z nl (2)#4 GONTINUOU5 = W FOOTING SHALL BEAR ON BARS a BOTTOM OF C C-4 NATURAL,UNDISTURBED FOOTING 10•WALL SU6-6RADE OR PROPERLY 10'WALL _ ——-- COMPACTED GRAVEL FILL. - —J • (DMALE. ION TI fRU 6ARA6E AT PARTY WALL 3/4"=I'-0' _ PROVIDE AND INSTALL FELT CONTINUOUS C.ONTINUOU5 PROVIDE AND INSTALL FELT BOND BREAKER WHERE BEVELED 2x4 BEVELED 2x4 BOND BREAKER WHERE - 5LAB IS POURED AGAINST SHEAR KEY,TYP. SHEAR KEY,TYR SLAB 15 POURED AGAINST FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. GONG.SLAB ON TYR GONG.SLAB ON GRADE,SEE PLANS TYR GRADE.SEE PLANS - 4 '.'f: •. '. f: 4 B.O.FOOTING B.O.FOOTING _ (2)#5 GONTINUOUS I'-10' I EL•VARIES 4 EL.VARIES I'-10° (2)05 CONTINUOUS BARS a BOTTOM OF SEE PLAN SEE PLAN _ FOOTING v v FOOTING BOTTOM OF FOOTING SHALL BEAR ON m m FOOTING SHALL BEAR ON NATURAL,UND15TUR13ED NATURAL,UNDISTURBED SUB-GRADE OR PROPERLY 51.6-6RADE OR PROPERLY COMPAGTED GRAVEL FILL. COMPACTED GRAVEL FILL. z 1 SECTION THRU FOUNDATION AT PARTY WALL 05GALE: SECTION THRU FOUNDATION AT PARTY WALL AT 6ARAGESCALE:3/4°=1' " 3/4"=1'-O" G CAMERA-O'NEILL CONSULTING ENGINEERS s:,Llb-.•P.1•1:Uwe Camera/O'Neill y=:•?errs 6ENERAL NOTES: CONCRETE NOTES: STRUCTURAL LUMBER ENGINEERED LUMBER: 7;NEW� s I.6ENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN AGCORDANNCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION �s<-' V. DIMENSIONS,ELEVATION5,6RADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE"NATIONAL DESIGN SPECIFICATION FOR SHOWN ON STRUCTURAL DRAWINGS WITH EXI5TIN6 FIELD CONDITIONS STRE55-0RADE LUMBER AND ITS FA5TENIN65'OF THE NATIONAL FORE5T PRODUCTS ASSOCIATION. AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 3000 P51 AT 6EOTEGHNICAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAIW-ENT. 2.THE MINIMUM 6RADE5 AND DE515N VALUES REQUIRED FOR CONVENTIONAL.STRUCTURAL LUMBER SHALL BE J� ,/�< L. i n STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 P51,E=1300000 P51, ` ~G +.:..••', f uj W 0 Cc 2.ALL 516NIFICANT DISCREPANCIES FUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI AT 26 DAYS J0I5TS/RAFTER5/BEAMS:SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400,000 PSI :Y> `'q s!•� ,n THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400,000 PSI �_.��i%>>�js:•+7 �� ��� 4 W U 5F .�. 3.ALL DIMENSION5,EL EVATIONN5,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb®16'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE.ALL WALL ^""' °C o uj - GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINN65,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN O ALL OTHERITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPEDENT CONCRETE TE5TIN6 LAB ON FA5TEMR5 a Ib'OL PERMIT SET U U .6EOTECHNIEGHNIGAL,MEGHANIGAL,ARCHITECTURAL AND ALL OTHER 5. DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 GUBIG YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF 57U05 CODE INFORMATION AND DE516N LOADS(EXCEPT AS NOTED): AT EACH END,L NLE55 NOTED OTHERWISE. Q b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING(ODE:INTERNATIONAL BUILDING(ODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED TOGETHER WITH 16D NAILS.NAIL RELATED REFERENCE:ASCE 1-10 1.A CONCRETE MIX DE516N SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8"O.G.FROM BOTH SIDES STA66ERED 4'APART CONCRETE USED ON SITE.MIX DE516N SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF rENERAL NOTES-PRE-ENGINEERED WOOD TRUSSES: FLOOR LIVE LOADS: CONCRETE. 6 UNLE55 OTHERWISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FUL. I.WOOD TRU55E5 SHALL BE DE516NED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL: HEIGHT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LESS THAN TRUSSES%PUBLISHED BY THE TRU55 PLATE INSTITUTE. PRIVATE ROOMS d CORRIDORS 5ERVIN6 THEM.40 P5F D.ALL REINFORCIN6 BARS SHALL BE ASTM A-615 69-ADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HEIGHT STUD AT EACH 51DE OF THE OPENING UNLESS NOTED OTHERWISE. PUBLIC ROOMS d CORRIDORS SERVING THEM:100 PSF 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 5IMP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHANGING WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER 11.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND SNOW AND ROOF LOADS/FACTOR5: EN6INEERIN6 REVIEW.SHOP DRAWIN66 SHALL BE REVIEWED AND APPROVED BY THE 6ENERAL CONTRACTOR PRIOR TO USE SIMP50N L550 SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED PROVIDE AND INSTALL 1.25"X20 TRU55 MANllFAGTURERS REQUIREMENTS. MIN.ROOF LIVE LOAD:20 PSF 50MITTIN6 TO ARCHITECT.SHOP DRANN6 SUBMITTAL SHALL DEPICT RE13AR LAYOUT,MATERIALS,LENGTHS,LAPS, 6A,RI06E STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3.WOOD TRUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP 6ROUND SNOW LOAD(Pq):30 P5F BENDS,DETAILS.ETC. 8.FLUSH FRAMING SHALL BE SUPPORTED BY J015T HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED DRAWIN65 BEARIN6 SEAL.AND 516NATURE OF THE DE-516N PROFESSIONAL EN6INEER,REC715MRED IN THE STATE FLAT ROOF SNOW LOAD(PT):30 PSF OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE 6ENERAL CONTRACTOR PRIOR TO 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE SNOW LOAD IMPORTANCE FACTOR(Is):I.O SUBMITTING TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; LESS THAN 2'-0'OR 48xDIA. SNOW EXPOSURE FACTOR(Ge):IA TRUSS DETAIL SHEETS SHOWING GONFI6URAT10N,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING THERMAL FACTOR(Gt):ID II.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185, =60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FORCES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRU55 CONNECTION HANGERS FOR PARTITIONS. FLUSH FRAMIN6,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TFIU55 6EOTE614NICAL FACTORS: DE516NER),ETC. FROST DEPTH:3'-6' 12.ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY WIRED TOGETHER 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL B URE E PRESS TREATED WITH PRESERVATIVE. A55UMED 501L BEARING GAPACITY:5H'FOUNDATION NOTE-5*IT 15 ASSUMED THAT 4 TIZU55 DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING THIS GON5TR14TION PROJECT ARE SUITABLE TO SUPPORT THE FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND GUT II.EXTERIOR WALL SHEATHIN6 SHALL BE MINIMUM 15r32 APA STRUCTURAL I RATED SHEATHING.�°Hi18ER"ZIP'SYSTEM IS PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENT'5),SIDEWALKS,AND CUTS PERMITTED,'ZIP-R'INSULATED PANELS ARE SPECIFICALLY PROHIBITED.5HEATHIN6 SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516N LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECT'S DUE TO SETTLEMENT,DIFFERENTIAL EARTHQUAKE.SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LAADIN6 FROM OTHER FRAMING MEMBERS, Z NOT LESS THAN 6'O.G.ON ALL PANEL FD6ES.ALL WALL HORIZONTAL PANEL ED6E5 MUST BE BLOCKED AND NAILED SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,6ENERAL CONTRACTOR,AND/OR SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRUSS DE516TNER SHALL CAREFULLY 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SH{EATHIN6 PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS 0 OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL B46INEER TO AND LOCAL A6ENGIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO TO TUBS,SHOWER UNITS,WITH THE 6L.,ARCHITECT,AND MECHANIGAL DES16N. `n VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTEGHNIGAL ENSLNEERIN6 REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.SUB-FLOORING SHALL BE 3/4"TON6UE d 6ROOVE APA STRUCTURAL 1 RATED SHEATHIN6 EXPOSURE I UNLESS ui AND 6 PROCEDURES UIDELINE5 PRE5GRIBED IN THE LATEST EDITION OF 73UIL.DIN6 CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SUB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD 5UB-FLOOR 5.DEAD LOADS: WIND FACTORS: REINFORCED CONCRETE"AGI-316,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS/I b'O.G. ROOF TRU95 TOP CHORD DEAD LOAD:10 P5F R15K CATEGORY:11 AND ACI-305r306 GUIDES FOR HOT/GOLD WEATHER CONCRETING. ROOF TRUSS BOTTOM CHORD DEAD LOAD:10 P5F BA516 WIND SPEED(V):130 MPH FLOOR TRU55 TOP CHORD DEAD LOAD:15 P5F EXPOSURE CATE60RY:B 13.ROOF SHNEATHIN6 ON FLAT ROOFS SHALL BE MINIMUM 'Td6 APA STRUCTURAL I RATED SHEATHING. FLOOR TRU%BOTTOM CHORD DEAD LOAD:10 P5F I6.6L.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD.ALL CONCRETE THAT SHALL O TOP06RAPHIC FACTOR(Kzt):IA BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMING SHALL BE MINIMUM 5/8'Te6 APA STRUCTURAL I RATED 6 TRU55 DE516NER SHALL DES16R MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHIGH MEET A LIVE LOAD N ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. 6.0.SHALL COORDINATE THE CONCRETE MIX DESIGN A.E.SELF SHEATHING. DEFLECTION CRITERIA OF U600 AND ALL ROOF TRUSSES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF 0 INTERNAL PRE59AZE COEFF 66pl:10.18(ENCLOSED BLD6) CONSOLIDATING CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY THE LESSER OF'/a'OR IJ360 UNLESS SPECIFICALLY APPROVED OTHERWISE. N UR SALIENT CORNER DISTANCE:b-O' CONSOLIDATEDCONCRETE PO FREE OF VOIDS AND/OR'HONEY-COMBING'. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT ROOF PITCH.21-45 DE6RE=5 MORE THAN b'OL.ON ALL SUPPORTED PANEL E06E5.NAILS 5HALL BE SPACED 4"O.G.IN AREAS WITHIN 48'OF 7•V4000 TRL65 ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL TEMPORARY W -� COWONENTS AND CLADDING:UNPAGTORED WIND LOADS 11.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX R106E5,HIPS,RAKES,AND EAVE5. ERECTION BRACING.ENSURE O ZONES I,2 i 3 ROOF WIND PRESSURES DE516N,AND CONCRETE PLACEMENT TO EE ACCURATE AND COMPLETE GONGRETE DISTRIBUTION TRIB AREA ZONE i(FIELD) ZONE 2(ED6E) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYGOMBING"AND VOIDS IN CONCRETE 16.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF J'APA RATED PLYWOOD 8 TRU55 SPACING SHOWN IN STRUCTURAL EN61NEERIN6 PLANS ARE FOR RlEFERENCE ONLY.GENERAL 10 SF 30.4 P5F 35.6 P5F 35b PSF FOUNDATION.TECHNIQUES,SUCH AS PRE-5TA61NNG CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING WITH LETID AND SIDE JOINTS STA66ERED BETWEEN ,GE%IVE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRUSS SHOP PRANIN65 FOR ACTUAL TRU%LAYOUT AND SPACING z `- 20 SF 28.q P5F 34.0 P5F 34.0 P5F CONCRETE MIX DE516N5 TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE 5UPPORTIN6 FRAMING WITH 8d RINK-SHANK NAILS a 12'O.G.ALL NAILS SHALL BE (FOR 130TH BIDDING AND CONSTRUCTION PURPOSES). I 50 5F 26b P5F 32.0 P5F 32D P5F CONTRACTOR'S DISCRETION 5TA66ERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. Q a 100 5F 25.2 P5F 30.4 P5F 30.4 P5F 15.CONCRETE VOID5 AND EXCESSIVE"HOLY-COMBING'SHALL BE DOCUMENTED AND REPORTED TO THE � � E 17.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL ED6E5 IN ZONES 4 d 5 WALL WIND PRE5SURF5 ARCHITECT OF RECORD FOR ANALY515 AND PREPARATION OF A REPAIR METHOD. PARGING,DRY-PAGKING,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPE-5 WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR uj O Lv TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. z z 10 SF 33.0 P5F 40.1 PSF 516NIFICANT VOIDS. Lu N 20 5F 31b P5F 36D P517 18.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z Q z 50 5F 2qb P5F 343 P5F STRUCTURAL STEEL NOTES: DRAHIN66 FOR ALL ENGINEERED LUMBER AND 1-JOI5TS.SHOP DRAWIN55 SHALL INCLUDE BUT ARE NOT LIMITED 0 100 5F 28.4 P5F 31b P5F I.ALL DETAILIN6,FABRICATION AND ERECTION SHALL CONFORM TO THE AI56 SPECIFICATIONS AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARIN6 LENOTH5, 500 5F 25.2 P5F 25.2 P5F LATEST EDITION. CONNECTION HAN6ER5,BLOGKIN6,BRID61N6,AND SQUASH BLOCKS. w 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(HU SHALL BE A5TM Agg2 FY=50 K51.BASE PLATES, Iq.LAMINATED VENEER LUMBER(LVU,LAMINATED STRAND LUMBER(L5U,AND PARALLEL STRAND LUMBER(P5L)SHALL N Q � FOUNDATION NOTES. CHANNELS,AN6LE5,AND MISC.STRUCTURAL STEEL SHALL_BE ASTM A-36,FY=36 KSI.ALL SQUARE AND BE VERSA-LAM BY BOISE CASCADE OR EQUAL. w U Q I.ALL SOIL CONNTAINN5 ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SEGTION5 0455)SHALL BE ASTM A-500 6RADE B FY MINIMUM 46 K51. p sn 0 CLEARED FROM THE BUIIDINN6 FOOTPRINT. 20.LVL AND PSL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=RICO PSI,FT=RISC P51,FG=150 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REGIUUIREIENT5 OF A5TM F1554 AND P51 FG=3000 PSI,FV= 285 PSI,E=2,000,000 P51 2.ALL SOIL SUPPORTED FOOTIN65 SHALL BE FOUNDED UPON COMPACTED NATURAL A301. 5UBGRADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.PSL=3000S/POFV SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:F$=2650 P51,FT=1650 PSI,FG=150 AT LEAST 3000 P5F.6(SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4•ALL BOLTS,PUTS TS U LESHHERS SHALL CONFORM TO THE REQl11REMENTS OF ASTM A-325 FOR 3/4'DIAMETER psi Fr-=3000 P51,FV= 285 PSI,E=1,100,000 PSI SUITABILITY TO SUPPORT THE BUILDIN6.FURTHERMORE,THE 6.C.SHALL BE HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. RESPONSIBLE FOR CONSTRUCTING THIS BUILDING AND SURROUNDING SITE/SUB6RADE 5. LEN LVLS AND PSL'S SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MEGHANIGAL CONNECTIONS FOR THE RILL O IN STRICT AGGORDANGE WITH THI5 REQUIREMENT. ALL WELDING ELECTRODES SHALL BE EIOXX LEGTH OF THE IEMBER. 3.BEDROCK/ISC7E SHAD_BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF b•ALL WELDING SHAD-BE DONE BY CERTIFIED HELDER5 AND SHALL CONFORM TO THE AW5'GODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF ASTM 0-25541-16. \ FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED&RAVLL AND 6A5 WELDING IN BUILDING GOFSTRUGTION',LATEST EDITION S 24.ALL SIMP50N GONPECTOR5(HANGERS.STRAPS,UPLIFT CONNECTORS,P05T GAPS,EGT)SHALL BE COATED WITH 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LE55 THAN TWO 3/4"DIAMETERNG BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX CORROSION RE515TAE OR APPROVED SUBSTITUTE. _ w EACH TYPE OF 501E TO BE COMPACTED. OF I0,000 POUNDS UNLE55 NOTED OTHERWISE. 7 25.ALL FASTENERS IN CONTACT WITH PRE -TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE - L 5.SOIL SHALL BE COMPACTED TO NOT LE55 THAN 45AS OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4"UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. ASTM DI557 IN LIFTS NOT TO EXCEED b'L005E DEPTH. q.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WEL D5 SHALL BE INSPECTED BY 26.ALL FASTENERS EXP05W TO MOISTURE,EXPECTED CONDENSATION,PRE55URE TREATED LIMBER,AND/OR THE b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TESTING. HEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE _ 0 MM TO VERIFY COMPACTION.A DOPY OF ALL TEST REPORTS SHALL BE FILED WITH THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. _ W 10.AN INDEPENDENT STEEL TESTING A6ENGY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TE5TTN6.THE O ARCHITECT OF RECORD. STRUCTURAL STEEL.FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TE-57INS 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH SIMP50N PG/EPC L 1.BAGKFILL ST MIMETRIGALLY AGAINST ALL FOUNDATION WALLS IN INGREM7£NT5 NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT P05T GAPS AND 48'LONN6 OCE-56 OTHERWISE NOTED)51MP50N 206A COIL 5TRAP5.STRAPS SHALL BE _< co '- EXCEED 2 FEET MAXIMUM DIFFERENTIAL. IL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURE-5 AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALON6 BOTH SIDE-5 OF POST. FASTEN STRAPS WITH (D 6.SEE PLLUMBIN6 AID ELECTRICAL.DR.ANN55 FOR UNDER FLOOR SYSTEMS AND SPECIAL SEQUENGE5 WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. IOD NAILS THROUGH All AVAILABLE NAIL HOLES. _ 6RANULAR FILL MATERIAL REQUIR ENT5. 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL R1J5T,L005E 28.ALL CEILING FRAMIN6(INCLUDIN6 TRU%BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE _ Lo MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS A6AIN5T LATERAL MOVEMENTS.COORDINATE ALL CEILING _ ^' ED q.NO FOOTIN&5 OR SLABS SHALL BE POUR INTO OR A6AIN5T SUB6RADE CONTAINING ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRONTING WITH ARCHITECT OF RECORD. FREE WATER OR ICE. 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL W a 10.ALL SLABS-ON-TRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE I INSTALL J"FULLY WFIDED AND FITTED WEB 5TIFFEWR5 BOTH SIDES AT ALL BEARING d POINT CONTINUOUS 2X8 CLEAT FASTENED THROUGH SHEATHIN6 AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING C-J 6RANUlAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLAN6ES UNLESS NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND 51N&LE#10 DECKING SCREW SUB6RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTECHNICAL ENGINEERS THROU6H TOP OF RAFTER. OF RECORD 14.GUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUGTlF2Al_STEEL MEMBERS FOR THE WORK OF OTHER TRADES - J SHALL BE SHOWN ON SHOP DRAWINGS FOR STRUCTURAL STEEL AND SHAH BE MADE IN THE SHOP.(3URNIN6 OF 30.PROVIDE AND INSTALL HORIZONTAL 4k8'PLYWOOD PANEL CENTERED ON THE PRE-EN6INEERED WOOD RIM TRUSS. HOLES OR GUTS IN STRUCTURALFIELD STEEL MEMBERS IN THE FIE WILL NOT BE PERMITTED EXCEPT BY WRITTEN II.FORGES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD. THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TIE BOTTOM OF ALL UPPER FLOOR 5TUD5 WITH 8d NAILS®6'O.G. - DE516N OF THE FOUNDATION FOR TH15 STRUCTURE.IT 15 THE RESPONSIBILITY OF THE (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FA5TENEq TO THE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS, GENERAL CONTRACTOR/OWNEER TO CONFIRM WITH A 6EOTECHNICAL ENNOINEER,CIVIL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS A 6'Or-AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS a _ EN51NEM OR OTHER QUALIFIED DE516N PROFESSIONAL TO ENSURE HYDROSTATIC 15.6ENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL 6'OL.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD JE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FORGES DO NOT EXIST. AND EN67INEERINEP REVIEW.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE 6ENERAL CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAW06 SUBMITTAL SHALL DEPICT STEEL LAYOUT, IR FLOOR STUDS WITH 8d NAILS a b"OL.(3 NAILS PER STUD)ALL SOLE PLATES AND TOP PLATES SHALL 8E NAILED WITH 12.ALL DAMP-PROOFING,HURTER-PROOFINN6,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS•LEN5TH5,GUT5,5TIFFENER5,GONNEGTION5,DETAILS,ANCHOR BOLTS•LEVELING PLATES,EMBEDDED 8d NAILS a 6"O.G.90EXCEPTION:PLYWOOD PANEL SHALL FASTENED TO EVERY FULL HEIGHT KING STUD AID JACK _ N RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KIN6 AND JACK) v z CD Y • CAMERA• L (� ENGINEERS � CONSULTING ENGINEERS Str,-a,re-r••rr+yam.u+,r•()r+yrr El Camera/O'Neil! 'I'`�'' ALL DECK BEAMS SHALL BE FASTENED TO POSTS TO RE-515T v UPLIFT WITH 5IMP50N COIL STRAPS,SEE DETAIL PROVIDE SIMP50N PCbZ COLUMN GAP AT ALL DECK P05T5 �� V. PROVIDE 5IMP50N H23A I I I '� r, �•�y r UPLIFT ANCHORS AT EA.END C) A A OF ALL DECK JOISTS.TYP. 'L� � ^' T. Z z u+ e o a Al �� PROVIDE a INSTALL 51HP50N i 4 •m MJ.' �n >�0j a P.T.TRIPLE 2x12 BEAM(FLUSH) ABU44 STANDOFF BASE!FASTEN U Q si FASTEN FIRST JOIST THROUGH- TO GONG.W/5/e"DIA.EPDXIED ^• ;r�`' ad 0 ui p: p o I SHEATHING AND INTO WALL I THREADED ANCHOR ROD(b' I �'�.. ��w p STUDS/RIM W/Y4"x4'LONG EMBED) V = ; ^ `• SIMPSON SOWS SCREWS AT Ib' .T. 12 GK '-� 3 OL. IST ®I o. o PERMIT SET z o 2... U � GIRDER TRU56 OR Ar p} '�� Q PR IDE I N L 21 -CONTINUOUS P.T.2x12 LEDGER + ry FASTENED THROUGH I BEAM(FLU5H)L N Q e I Q�Q� Io \Y AG T AlPROVIDE 'x4'xl0'STEEL BEARING L K 1ST TYP N SHEATHING,AND INTO RIM } J015T/WALL STUDS W/(2)YA' PLATE SET ON J'BED OF NON-SHRINK 0 x 4'LONG.5IMP50N SDW5 A GROUT.FASTEN BEARING PLATES TO III lb*O.G. [GONG.FDN WALL5 W/(2)}'DIA. EPDXIED THREADED ANCHOR RODS W/ 4'EMBED. ——— ——— 2k6�� II 5 l FASTEN BOTTOM FLANGE I I I IIIXpp 1 1 III99 I I I'I PLATES W/(2)J'DIA.LAG III 1 1 III I I III 1 1 III 1 1 I III t I I 50.2 I I 1 HAN6ER5 PER TRL65 1 I HANGERS PER TRUSS I �w ui lll I 11 1 I I Z LLi III I 11 1 50 2 1 1 50.2 O Itl OJI113 O I 1 111 2x NAILER SHALL BE RIPPED 2x NAILER SHALL BE RIPPED LLJ _• 111A I I � TQ =TO MATCH BEAM FI_AN6F WIDTH I I ® ' I ' I i FLANGE WITH 'DIA.THRU '' FLANGE WITH 'DIA.THRU O 111 I I a i i AND COUNTERSUNK a AND COUNTERSUNK 0 04 O � I 1 V I I FASTEN BOTTOM FLANGE 1 I I FASTEN B Z l^' BOTTOM FLANGE o _ i I I I C TR1155 DE516MM NOTE: Ost I i ATE`' (2)�'DIA.LAG, TRU55 DE51ONERR NOTE: t 11 I PLATES W/(2)�'DIA LAG, C PL IN6 LINE LOCATION H46 LINE LOCATION w 2xb o Ib'O.G. TRU55 DESIGNER NOTE L 2xb o Ib'DG L TRUSS DESIGNER 15 RESPONSIBLE FOR I I SPECIFYING ALL CONNECTION AND UPLIFT I 'qo C OR DOUBLE IIB 'L.VL.BEAM t TYp HARDWARE.TRU95E5 SHALL BE OR DOUBLE Ilb 'L.VL.BEAM t TYP O C DESIGNED TO MEET ALL BEARING O Q REQUIREMENTS.APPROACHES TO _ J Z AGHIEVE REQUIRED BEARING,INCLUDE, IL 1 TRU55 OR DOUBLE IIB15' BUT ARE NOT LIMITED TO,BEARING TTZ1155 OR QOUBI E 11915' N O 3 ?+b ENGHANGER5,ADDITIONAL TRUSS PLIES, 1+" Z ~ Q z DIFFERENT MATERIALS,ETC, _ IDel- INDICATES ADDL LOADS I r 6ENERAI-NOTES FOR ADDITIONAL I INDICATES ADD'L LOAD5 OaftI REQUIREMENTS/INFORMATION CZLL ir..i 0St OR DOUBLE 16"L.V.L. OR Ib'L.VL. w Q Q L9k a L9k `U o SIM SIM 5 5 SO.I I I SO.I 0• ( PROVIDE d INSTALL BEAM POCKET AND P.T. ' PROVIDE a INSTALL BEAM POCKET AND P.T. BEARIN6 PLATE TO BEARING PLATE TO x „` ACCOMMODATE BEAM. - ACCOMMODATE BEAM. (V PROTECT UNTREATED PROTECT UNTREATED 7 51M 1 LUMBER WITH BUILDING 51M LUMBER WITH WITH BUIlDIN6 L 3 b I FELT 3 b I FELT 502 50.1 50.2 SO.I ,� r � 0 ()o PROVIDE t INSTALL -EN6TNEERED PROVIDE!INSTALL -ENSREE RED O V BEAM POCKET AND P.T. IRDER TRU%OR BEAM POCKET AND P.T. i ARDER TRU55 OR a BEARING PLATE TO BEARING PLATE TO m ACCOMMODATE BEAM. I I ACCOMMODATE BEAM. I PROTECT UNTREATED 60 PROTECT UNTREATED Lu r-- LUMBER WITH BUILDING LUMBER WITH BUILDING FELT uj w_ O I FELT w O _ :ow ® 502 pw0® I = 7 N L N J 8 8 I V c ---------- ------ - ---------------- _ ---------__- ---- ------------------- "� 50.1 So.I Y Y 10 10 Y I 50.1 I I 50.1 I EYIR5T FLOOR FRAMING-WALK OUT BASEMENT I I FIRST FLOOR FRAMING-EGRESS WINDOW CALE:I/4"=1'-O' A SCALE:I/4 PLAN NOTES: PLAN NOTES CONT.: I. #J-#K JACK AND KIN&5TUD5 SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUD5.(i.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6ANGED T06ETHER IN ACCORDANCE WITH MANUFAGTURER'5 FULL-HEIGHT KING STUDS WITH 2 JACK 5TUD5 SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. wyl2 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED TOGETHER IN ACCORDANCE WITH MANUFACTURERS 2. -INDIGATES 5IMP50N 5TRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MPSON HANGERS REQUIREMENTS AND PREVAILING,STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. II. REFER TO GENERAL NOTE5 AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN-ALL LAH Y COLUMNS SHALL 13E FILLED 50LID WITH CONCRETE.PROVIDE Y2"THICK'5PRIN5FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERRH15E NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE 6E4ERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD METHODMYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED"P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTING5,5LAB5,AND ALL 6. REFER TO GENERAL NOTE-5 FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING,SYSTEMS SHALL BE FULLY BLOCKED AND DRAWN66 PRIOR TO CONSTRUCTION. - TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OU175,PAD-OUTS,AND ALL OTHER APPLIED 5. ALL PLATFORM FRAMED POSTS.WALL5.AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,"SQUASH BLOCKS AND/OR FULL-DEPTH 50LID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL 0-00*11 CONSULTING ENGINEERS S:,1Ktural rr.nu+r+ring-t)<s,yn tl/eljc•?-m:�,•,: POr:..nlol Camera/O'Neill th •��NEW V. .G. .y 6.W8.,C.00RD. l �%� � � z z W o a 'APA RATED WALL SHEATHING, �—W/ARGH'L <'• f= ui c` t^. +We're,• j? W ui SEE GENERAL NOTES. < tit)<ry f 'C` ~ Q K =J 51N6LE 2xb 50LE PLATE 'c• ;r,^�4 °C o uj o= o U x 3 PERMIT SET u v z Z 5 2xb WOOD STUDS®Ib'O.G. u 'T d CG PLYWOOD Q 5UB-FLOOR O� w U_ PROVIDE AND INSTALL TRIPLE 2xb = STUB P05T/50UA5H BLOCK MOT Ja0, SHOW BELOW ALL JAMB AND Q P05T LOCATIONS ABOVE. ?� wp 0 PRE-ENGINEERED O IL DOUBLE 2x6 WOOD FLOOR g TOP PLATE,TYP. TRU55E5,5EE PLANS PROVIDE 2x DIAG. BRAGIN6®48'O.G. to Z (35EGTION THROUGH EXTERIOR WALL-PARALLEL FRAMING 0 SCALE:3/4'=I,-O" j w O 04 O 'APA RATED WALL SHEATHING, G.W.B.,GOORD. SEE GENERAL NOTES. W/ARGHl- 51NGLE 2xb 50LE PLATE Q 7C) 2xb WOOD STUDS a Ib'O.G. L j E 'T66 PLYWOOD z � PROVIDE CONTINUOUS 2x4 SUB-FLOOR. cn O 'RIBBON'FASTENED TO EA. Z Q Z 0 0 FLOOR TRUSS W/12d NAILS O w u- PROVIDE AND INSTALL TRIPLE 2xb iii STUB P05T/50UASH BLOCK(NOT uJ w SHOWN)BELOW ALL JAMB AND P05T w Q Q p Q LOGATIONS ABOVE. `n wp 0� PRE-ENGINEERED g DOUBLE 2xb WOOD FLOOR TOP PLATE,TYP. TRUSSES,SEE PLANS L 0 3 SEGTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING 171J 2 L 56ALF:3/4'=1'-0" Y O co O �- _ z 'APA RATED TIC, PLYWOOD SHEATHING LAP SHEATHING - 12'-0"MINIMUM - Lo 11-0"MAX - z , N C-1 2x LADDER FRAMED RAKE APA STRUCTURAL I RATED WOOD ROOF 1NEERED W EXTERIOR PLYWOOD TRU55 - jAE)CTEND TO TOP OF 6GABLE PRE-ENGINEE WRE OOD 6ABLE SHEEND TRU55 END ROOF �/ TRUSS - SEE ARCH.FOR EXTERIOR FIN151 E5,TYP. x Y 3 RAKE LADDER FRAME DETAIL AT TRU55E5 SCALE:3/4'=1'-0" z Y t CONSULTING ENGINEERS LADDER FRAMED RAKES NOTE I Camera/O'Neill LADDER FRAMED RAKES ARE NOT SHOWN I I FOR CLARITY.REFER TO DETAILS 4/51.1 FOR a _��r.v ADDITIONAL INFORMATION TRU55 DESIGNER NOTE1`� TRUSS DESIGNER 15 RESPONSIBLE FOR SPECIFYING ALL C-ONNECTIO14 AND I I I I a•�<; . UPLIFT HARDWARE.TRUSSES SHALL BE / R. <�• �Y DESIGNED TO MEET ALL BEARING ;" REQUIREMENTS.APPROACHES TO `�' <y'%, ., W z uj j c E D' • c0 :.�J Go ACHIEVE REQUIRED BEARING INCLUDE, .:•;s:�: r. v 1.'.i+� ✓�_ y ca BUT ARE NOT LIMITED TD,BEARING s'`•�\ �<j �`! '-w~ <� _.- ENCHANGER5,ADDITIONAL TRU55 ' . `-/ o W U 'O PROVIDE DOUBLE ROW DOUBLE JOISTS SHALL c 0-0 01=FULL DEPTH SOLID BE GENTH3ZID BELOW NTI 2x8 LEDGER PLIES,DIFFERENT MATERIALS,ETC, o o o p FA5T4NEr THROUGH SEE GENERAL NOTES FOR ADDITIONAL I I O BLOCKING DIRECTLY JACK STUDS ABOVE SHEq HIN6 AND INTO BEAM W/ N„�` - 3 n U V n Z 5 REQUIREMENTS/INFORMATION PERMIT R M I T SET BELOW WALL ABOVE TAPERED 2x8 ROOF Y4'x4✓�SIMP50N 505 SCREWS � U �+ JOISTS o Ib'O.G. A 16' .C.STAGGERED , Q �p� (FLUSH BOTTOM)(MIN. -h ui > 2 b'DEPTH REMAINING) + b TRUSS BLOCKING BLOCKING, > > `D r0+ PROVIDE AND INSTALL SOLID SEE NOTE Q A BLOCKING EA.SIDE OF ALL RIDGES, PROVIDE 2x SLEEPERS IN I �'j I 9S' �/ "1( ) 4z•: I Q VALLEYS d HIPS AND AT ALL EAVES I I AREA SHOWN HATCHED AS = - -- -- - - - = -- -- - * TO SUPPORT AND FASTEN SHEATHING - I REOV TO ACCOMMODATE TR 2x tilL FM TRI 2 = __ __ _ _ __ - _ -- -- - PANEL EDGES.SEE GENERAL NOTESLn PROP05ED FLOOR R F - - ELEVATION.GOORO.W/ _ - - „ - �- - -- - ARGHL DRAWINGS = a Sr s s s s 111I e� = 'l U FIRST RAFTER/FIRST TRU55 TRIPLE xb TRIPL 2xb T Rxb P b TR1 2xb Tit A 2xb 0 %C: +be FASTEN FIRST RAFTER/TRU55 THROUGH i 4 p Ll:::' er i 1 SHEATHING O WALL 5TUD5/IRU55 I ` If -_ - - I1£MBL�S Ys' sls 51MP50N SON . ..............'TRIPLE•24 TRIPLE 2xb SCREWS AT 16'O.G.STAGGERED i PROVIDE SIMPSON LU52b- NNLE55 OTHERWISE NOTED) FADE MOUNT HAN6ER5 AT -PROVIDE SINGLE ALL J015TS IIb75'L.V.L.RIM POST DOWN 70 TRIPLE LU52&-2 FACE I ABOVE EXTERIOR I I MOUNT HAN AT WALL BELOW i 1 PRE-L0,EFEDNA -- --- TR 2 ---- HAN R5 PER TRL65 5® 4"O.G. 50.2 I I 2 I I I z z - �� I O O w4z , w Lu J Z O w w® TRUSS I T 'o a BL INS, as c g3+ N - h+'��n� f - NOTE _ - - H E - - +- N �• 0- <h QU v OE516 R,TYP, p ARV%RE PER 04 2x ISILER SHAI1 BE RIPPED PROVIDE AND INSTALL 48 LON6,20 GA �' DARDMEA rn SIMP50N COIL STRAP FROM ONE SIDE OF s BEAM,5EE PLAN �-} _ V Z AND FASTENED TO TOP POST,UP AND OVER THE TOP OF THE BEAM, �' O z 01 AND DOWN THE OTHER SIDE.FILL ALL x CC BOLT ®24'O.G.STAGGERED AVAILABLE NAIL HOLE5 WITH IOd NAILS. ° (� L STOP MIDDLE PLY SHORT OF STEEL BOTTOM OF POST SIN,5EE GENERAL NOTES 6.G. VIDE INST J Q TAPE �2 TION A REGUI D IL �9 , TO PR IDE ITIVE RAI W L.V.L.PLIES SHALL BEAR DIRECTLY I 51MP50N PG OR EPG P05T GAP, I r AND P F VENT O Ql ON FL I 0 C C .....:....... T SEE 6ENERAL NOTES ROOF 2x w Z �- } a PRE- 'I RED GIRDER TRLIrf P.T.P05T �- I o O O Z u.1 SEE PLANS SE o .G. � Q z �sup in ..... .. .. 2xb tK1, o L.2x V) < GIRDER TRU55 g-4 F I TYPICAL DEGK/PORGH BEAM STRAP DETAIL 7Rl155 w 2 (�„: E:,I e05t SCALE:3/4"=1'-O" BL IN6. 0 w UQ 51 NOTE PLUMBINrJJW LOCATION, 1x�GOORD., A17GHH16�. COO .SK 6HT.........: - .... m I I W/ HL 2z TRIPL l25" 6 5 DBL.IIb75' LE ,3s L.VL.BEAM 2x.0 PO`� +A t VI CONNE ON �.5. ��. PROVIDE TRIPLE 2xb <a 1<jcj RA RVKARf PER: +� A OC..• z gr R BELOW o= .<::.::. 2xb PRE-ENGINEERED +6�, � T 6r� w (I I Z�-j I RDER ww � WALL(SHOWN SHADED) TH15 WALL 15 THE PARTY I I I I 1 TRUSS /DI IONS C DW65 I� +6 DOUBLE tt b75' ? M 2xb®Ib O G.BEARING ! g �� \\ Ln m O w �w = O Z L �' Z k 2x4®Ib'O.G.BEARING I I I Y O <r TH15 WALL 15 THE PARTY 111 2 ? 50.2 ;is PRE- I Na;L 1 50 4'OG. 2 I sow CN I I O, Y :4 ........MW.U.J1.5-5'L.L.HEADER DOUBLE IIb75'L V1 2xb TRIPLE 2 TRIP 6 IDLE 2 _ - - ... TRI BLoucI�N6, 51.1 SEE NOTE ARCHITECTURAL EMBELLISHMENTS BY OTHERS. COORDINATE WITH ARCHITECTURAL CVAWIN65 I I I I I C c Y (D'�!5E�C�,�O�[D,FLOOR FRAMING /4"=1'O' A ROOF FRAMING 56ALE:I/4"=I'-O" PLAN NOTE-5: PLAN NOTES CONT.: • I. OJ-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(Le.2J-2K MEAN5 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN AGGOROANCE WITH MANUFACTURER'S FULL-HEI6HT KING STUDS WITH 2 JACK STUDS SUPPORTIN6 THE HEADEi� REQUIREMENTS AND PREVAILING STATE BUILDING GORE. FUb�Z 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ET}ER IN AGGORDANCE WITH MANUFACTURERS - 2. -INDICATES 51MP50N 5TR0N6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. CN 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)4'THIGK'5PRINGFIELD-GAP 12• MEMBER LAYOUT DEPICTED ON TH15 PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUGTURAL 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED"P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUf5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 7. ALL FULL-HEI6HT COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. _ TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6UTTER5,CORBELS,BUILD-OUT5,PAD-OUT5,AND ALL OTHER APPLIED 5. ALL PLATFORM FRAMED POSTS,WALLS,AID/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY GOORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA•O'NEILL CONSULTING ENGINEERS Camera O'Neill �M•\Evv Z Z W Lu ui o PERMIT SET .............. :J Q :..,. x AT WALKOUT BASEMENT OPTION,PROVIDE'STI' STRAP HOLDOHNS IN LIEU OF'1-12'HOLDOKN5 AT j FIRST FLOOR FRAMING H2 H2 SWI SWI = SKI 00. 10 .. .. Z O N_ 1 W ADJACENT L J ADJACENT UNIT UNIT 7 O N 00 THIS 5HEARWALL IS.THE E THI5 SHEARWALL 15 THE- cn N PARTY WALL BE UNITS PARTY WALL BETWEEN UNITS Z .......................... J 0- 00 01 00 J Q �CC C � z 1 .._................:. N O ......... o Q Z w w U J 6j .0 Lu (�j Q 0 0 H2 H2 s ;.........;....... O ,.. - Q) Z O OO _ - 0 Y � � ADJACENT L f ADJACENT W UNIT UNIT 7 Z � N 4 J .....................................»..............«...»............................................................... ...........y...........•... ..• } - Y A FIR5T FLOOR SHEARWALLS B BASEMENT SHEARWALLS-WALKOUT BASEMENT OPTION SCALE:1/4"=1'-0" Y SCALE:I/4=1'-0" SHEARHALL SGHEDULE Y 5HEARWALL PLYWOOD 5HEETROGK NIALL STU05 BLOCKIN6 NAILING HOEDOWN NOTES: ID TAG FACE FACE a PANEL EDGES a EDGES? PANEL EDGES 1. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRIGT SWI OUTER INNER SINGLE 2x BLOCKED Sd a b'O.G. - • ACCORDANCE WITH MANUFAGTURER5 REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWN5 SHALL BE 6ANGED TOGETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. 5142 NONE INNER SINGLE 2x BLOCKED ab SCREWS a 4'O.G. 3. WHERE UPPER WALL IS NOT IN LINE WITH LOWER WALL,`5T1'STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO 5W3 EITHER BOTH 51NOLE 2x BLOGKED 8d®b'O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL SHEARWALL DETAILS FOR FURTHER 4. ALL DIMENSION5,ELEVATIO�A 5HELVE5,BEAM POCKETS,CUT-OUTS,UNDER6ROUN0 UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS HOLDOHN SGHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,GEOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO HOEDOWN THREADED CONSTRUCTION. ID TAG 51MP50N HOLDOWN FASTENERS ROD EMBED.INTO 5. PROVIDE AND INSTALL HORIZONTAL 4k8'PLYWOOD PANEL CENTERED ON THE PRE-EN61NEERED WOOD RIM TRUSS.TH15 PLYWOOD TIE PANEL SHAH BE ON PLAN MODEL� FASTENED TO: TO FRAMING DIAMETER GONC-RE-TE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS a b"O.G(3 NAILS PER 5TUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENE:INEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/bd NAIL5 B b'O.G.AND TO THE TRUSS VERTICAL NEN 5 H2 HDU2-SD52.5 DOUBLE WALL STUD H25) DS SCREWS 5/8'DIA. IT bd NAILS a b'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH bd H4 HDU4-SD52.5 DOUBLE WALL STUD D5 SCREWS 5/8'DIA. 12° NAILS O b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH bd NAILS a b"0.6"EXCEPTION:PLYWOOD PANEL SHALL STI 05-20x54'LONG DOUBLE WALL STUD IOd NAILS ABOVE AND BELOW RIM BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH 05)bd NAILS(5 EACH KING AND JACK) Z. GENERAL NOTES: GENERAL NOTES: GAS FURNACE W SPLIT AIR CONDITIONER SCHEDULE LABEL(ID) MADE MODEL.(IN'DOOR ITITS HP INPUT OUTPUT VOLT PH AMPS FUSE COIL MODEL,(OUTDOOR) TON SEER VOLTAGE PH XICA AIOCP NOTES 1. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGF_,kNI VATIC TO SHOT THE BTl H BTl H MODEL OWNER'S INTENT AND THE MECHANICAL.EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9. BRANCH SUPPLY.AND RETI'RN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR AHl'-I CU-1 HEIL N9MSE0401712A 1 2 40.000 39.000 115 1 8.3 15 EDM4N24L17 NXA624GI:A 2.0 IG 209 230 1 17.7 30 AAIP SEE NOTE 1 .ACCESSORIES ARE SHOWN APPROXIMATELY.AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE Ol TLET. AM'-Z Cl'-2 HEIL N9MSE0401410A 1 2 40.000 39.000 115 1 6.8 15 EDM4XI8L14 N:XA618GKA 1.5 16 208 230 1 11.8 20 AMP SEE NOTE 1 CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE ALL 10. ALL DUCTWORK ELBOWS AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING 5l'STE<\1 AND ALL REQUIRED PRESSURE DROP. NOTES.1.PROVIDE 2.PROVIDE SPLIT SYSTEMS I'DRAT pTH HIGH LOW PRESSURE SAFETIES.T:XV VALVE.CONDENSATF.NEUTRALIZER FITS.CONCENTRIC ROOF VENTS&7 DAN'PROGRAMIUABLE THERMOSTATS. WANS z Ui j 0 Eo p Cco ue TESTING OF THE MECHANICAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE 11. THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED. �a r. �o � FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQIIREMENTS.THE RANGE , p W U Q� y FOR PERMIT COSTS. AIR DEVICE SCHEDULE p W C= 2. THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AITHORITI" EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED O '_ � C LABEL(ID) MAKE MODEL SIZE NECK CFNI DESCRIPTION NOTES col 9 HAVING JURISDICTION.IT SHALL ALSO MEET THE 2020 MECHANICAL CODE OF NEW YORK STATE. STEEL OR STAINLESS STEEL DUCTWORK.THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR fJ = t m CD-1 HART&COOLEY A682NI 1216 7"t SEE PLANS 2-WAY CEILING StTPL,Y DIFFUSER U �Z $ 2020 RESIDENTIAL CODE OF NEW YORK STATE.2020 BLILDING CODE OF NEW YORK STATE.2020 FUEL SURFACE.BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. im u FG-1 HART&COOLEY 421 12\6 7" SEE PLANS FLOOR DIFFUSER Q GAS CODE OF NEW YORK STATE.2020 ENERGY CONSERVATION:ATION CODE OF NEVI"1'ORLt;STATE AND 2020 12. DRYER EXHAI'ST SEi.ALI BE CONSTRUCTED OF SMOOTH INTERIOR O.OIG-INCH AlINI\il'\f Tl-IICI:METAL Q COORDINATE FLOOR GRILLE COLOR FIRE CODE OF NEVI'YORK STATE. DUCT 4 INCHES IN NOMINAL DIXMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M 1502 RR-1 HART&COOLEY 661 12xl2 _ SEE PLANS WALI,RE-R'RN GRILLE CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.IN'SL'LATE DRYER SEE PLANS , , +"" 3. TI-R MECHANICAL CONTRACTOR SHALL F_XAAiINE THE ARCHITECTURAL DRAWINGS AND SITE TO RR-2 HART&COOLEY 6G1 14x24 - WALL RETURN GRILLE �+��N EXIMUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE COMBUSTION AIR �t�?..E►Y , FULLY INFORM ITSELF OF ALL CONDITION'S. RR-3 HART&COOLEYGGl 24x12 - SEE PLANS CEILING RETI,RN GRILLE 4 THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING.ALL CONDENSATE DRAINS, OPENINGS IF REQUIRED PER THE DRYER A1ANL'FACTU'RERS INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CEILING TITE HARDWARE BEFORE ORDERING z• b;�i 5. THE MECHANICAL CONTRACTOR SHALL PRO\IDE A TRAINING WALK THROUGH WITH THE OWNER 2 EXAMINE.EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE 13. ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS. 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN.BALANCE PER CFMS LISTED. PROTECT. 14, APPLIANCES An`H IGNITION SOURCES LOCATED 1N THE..GARAGE SHALL BE PROTECTED FROM 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK. G. THE MECHANICAL CONTRACTOR SHALL SUBMIT O&Xf MANUALS AT THE CONCLUSION OF THE DAMAGE.AND BE ELEVATED SUCH TIVXT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES PROJECT. ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. EXHAI'ST AND SUPPLY FAN SCHEDULE 7. INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS ALLOW THE 15. COORDINATF.THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AWAY FROM WINDOWS. LABEL(ID)\dAICE MODEL CE'�1 S.P VOLTAGE PH AMPS WATTS DISCHARGE NOTES MANTUFACTIMERS RECOMMENDED CLEARANCE AROUND.ALL COMPONENTS.IF THE CONTRACTOR EXTERIOR WALLS.HEAT SOURCES AND SUPPLY AIR DEVICES. .. EF-I PANASONIC FV-05-11 V KS 1 80 0.2" 120 1 0,16 4" SEE NOTE 1.13.4 FORESEES OR COMES.ACROSS ANY INSTALLATION CONCERNS HE SHALL NOTIFI'THE ARCHITECT FOR.A RESOLVTION. HEF-I FAN TECH FG 12 EC 600 0.3" 120 1 - 12" SEE NOTE 1.Z 3.4 8. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LINED OR WRAPPED WITH SF-1 FAN TECH j FG 12 EC j 600 0.3" 120 1 T 1 12" j SEE NOTE 5.6.7 INSULATION TO MEET CODE REQUIREMENTS.DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BF NOTES 1.EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS. METAL WRAPPED U1114 INSULATION TO MEET CODE RF,QI'1RFNIENTS.FLEXIBLE DUCT VORK SHALL_ 2.PROVIDE WITH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. Z BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LIMITED TO ALL EXHAUST 3.INSI'L.ATE ALI.EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION O 4.PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. N AND INTAKE DUCTWORK SHALL BE AfETAI 11'RAPPED VIITIi INSULATION AND VAPOR BARRIER TO 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD J MEET CODE REQIIREMENTS, 6.PROVIDF AIM CONTROL.AIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR F1'TITE DUCT HEATER. Lu 7 PROVIDE WITH CONTROLLER MOTORIZED DAMPER FAN WITH EC MOTOR AND ALL OTHER CO\1PONENTS TO MAKE A COMPLETE.SYSTEM NOMENCLATURE ELECTRIC WALL HEATER SCHEDULF LABEL(ID)MAKE MODEI CFM HTR WATTS VOLTAGE PH AMPS NOTES C) H UNDERCUT DOOR I" WH-I QMARK CWH-1202 65 1.000 240 1 4.2 SEF NOTE 1.2.3 N NOTES:L FURNISH WITH INTEGRALTHERMOSTAT. N II II FXI IAUST FAN 2.FURNISH U111I DISCONNECT. l�+l 3.PROVIDF WITH ALL.NECESSARY HARD WARF w I- r- ® FLOOR OR CEILING SUPPLY DIFFUSER 0 i Z Lu RETURN GRILLE Q 0 LLJ E Z Z= 0 O MANUAL VOLUMI:DAMPER O r\ Z � =V) Z 0- /, w MOTOR OPERATED"!_ONE DAMPER N Lv-)0 Q ]' TIIERMOSTAT Z � L Q VU) O Z 0 0 op N Q z c: � N ::D " I ON C E z z MA E coo' W j Q O y C co U'.� F`N >O N C O• W V Q Y im C LU C E p o O __ a m V N U V n Z p cc U Q ¢ujjulU-",,Ar S t 4'' r• L•L Z J i• �• 7"4 7" CD-I 75 CFM vi .,.. Z O CD-I 75 CFM LU 6x 12 I ST FLOOR LONE DAMI'F.R V CN RR-1 Z 10"O'!_ONE 200 CFM Q O DAMPER (DB 0 16.1� U Cl)UC O _ 4"0 EXII EF-1 LJL UP F�_� 4"4 EXHAUST =- AHU-1 7 1 Z - L1J 7"0 FRE SI I z O 16%12 0' AIR UP Q W Z 12"0 BYPASS 12"0 RETURN CD-1 W/DAMPER UP 7"1IONFYWELL Q w w O/A DAMPFR 50 CFM U m Q Q V) w U Q � N HONEYWELL W8150 FRESH AIR CONTROLLER Z O O op N Q 1 7„¢ z c: N ::D C)" N a) E V) 1 UNIT"A"BASEMENT PLAN W/WALKOUT M-1 SCALE:1/4"=1'-0" CU-I 2.0TON Zw Q)Lu pOD W C 0 v H ; C P C W U Q Fx H O t 0 0 CU-2 U = 3 1.5 TON t a)V ^Z U Q ��rUrurpnr ♦r�♦.rJ 1:Nco � r� ..t 135 CFM EF-1 65 CDFM D-I D 80 C 80 CFM cm cm ;7 FG-I FG-1 135 CFM 135 CFM EF-I 7"¢ vi Z 0 4 N ti 7 < — W KITCHEN HOOD W/ X INLINE EXHAUST ¢ IN ATTIC INTERLOCK z EXI IAUST FAN WITI I MAKI Q 6"O DOWN `1 O UI'AIR FAN. 10"0 UI'THRU .rP 1 CV ROOF Q� 7"O FRESI1 AIR CL O 7"O FRESH AIR UP a� 7" UP TRI IU ROOD C%4 10"0 Ul'TI IKU ROOF. G"O EXFI UP INLINE HOOD EXH 0 4"O EXI I DUCT FAN M ATTIC CD-I } (HEF-1) 65 CFM 0 J LL i 10"O KITCI I}:N I IO011 7' FRESH AIR 7"� 14x14 FRESH Q O EXHAUST UP 4"O FXH DUCT 7"O FRI:Sl1 AIR DN 4 CD-1 AIR FROM _ 12"0 RETURN RR-2 65 CFM ABOVE Z E DOWN 555 CFM (DI > � 4"0 EXI T DUCT L1J DRYFR 1 rv,r_ Z \ Z DOWN BOX2 4 -' s O c OL < di EF- 2 FG-1 _ m J I- V06) 75ChM CD-1 7"� v w u 7"¢FRESH AIR 7"0 FRESH AIR DN 55 CFM LL C) EF-I 14x14 MAKE UP AIR GRILLE 00 C,"O FRFSI I AIR RR-? UP THR I I ROOF 650 CFM Z f � 0 s g s 0 I AH 6"HONEYWELL r- Y8150 SYSTEM& I W8150 CONTROL ^1 Lo PROVIDE ACCESS Z VJ N FOR SERVICE. L FG-1 75 CFM 7"Q ® WH-I CD-1 7"4 CD-1 E 120 CFM 120 CFM N C) 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN —2 SCALE:1/4"=1'—0" —2 SCALE:1/4"=1'—0" z Lu W of �q o-0 y C co U v H y F >0 C 0, Of C W U Q FIR .N'O OLQUA Cpt 00 0 _ 17,$ c N u = L 3 v u ^Z w u Q rajwlwn,,,y Uc Ir csi Z O N_ W CN Q O CN 10"0 HOOD EX!I—.,�o 10"0 BATI I EXI1 7"0 FRESI I AIR INTAKE-X/O J W/CURI3&CAP TERMINATE W/ t C ROOF CAP TERMNNATI=V1/ROOF CAP � LL. 600 CFM INTAKE CURB AND CAP O a—4"DRY VENT O Q Q 11 Q) NOTE:ALL ROOFTOP PENETRATIONS U > SI IALL BE TI IROUG!I FLAT ROOF AREA O Q \ Z E 2 U � w F- Q Q W w u Q N O�—GAS FURNACE G"O FRESH AIR INTAKE CONCENTRIC VENT TERMINATE W/ROOF CAP Z O 0 op N Lo _ 1 Z °' � N ::D C3 O" N r-- E V) 1 UNIT"A"ROOF PLAN M-3 SCALE:1/4"=1'-0" ELECTRICAL SYMBOLS 0 RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE 0 AMPS:200 LINEAR STRIP LIGHT u WALL MOUNTED DOOR CHIME PUSH BUTTON, TYPE:M L.O. ' D MOUNT 48"MAX AFF 0 WALL MOUNTED TWO TONE DOOR CHIME. PHASE/WIRE:1/3 MOUNT T-0"AFF Q SINGLE POLE WALL MOUNTED SWITCH, `P MOUNT 48"MAX AFF U.N.O. VOLTAGE:1 4 3 THREE WAY WALL MOUNT 48 MAX AFFOUU.N TOED SWITCH, A.I C. 22,000 W y d o U y_� Cco UQ Q 4 FOUR WAY WALL MOUNTED SWITCH, in&m U a 52 O `P MOUNT 48"MAX AFF U.N.O. CIR. TRIP NO. NO. TRIP CIR. oe p 0 0 4)7, O 120v,MULTI-STATION SMOKE ALARM NO. AREA SERVED AMPS A W G POLES POLES A.W.G AMPS AREA SERVED NO. U = �3 N WITH 9VDC BATTERY BACKUP U U 10 WITH20v,MULTISTATION CARBON MOXIDE ALARM 1 1 #12 LIGHTING:BSMT(FINISHED) 20 #12 , 20 LIGHTING:BSMT(UNFINISHEDIUTILITY) Z 9VDCULTI BATTERY BACKUP RECEPTACLES:BSMT(FINISHED) AFCI AFCI RECEPTACLES BSMT(UNFINISHED/UTILITY) 2 _ ELECTRIC POWER PANEL 3 RECEPTACLES:MEDIA PANELS(BSMT) AFCI #12 1 1 #12 EP 20 20 RECEPTACLES BSMT BATHROOM 4 AFCI DEDICATED GFI(1) MP ,olwrurr,n, O MEDIA(TEL OR CAN)PANEL LIGHTING:STAIRS,MUDROOM(1 st),BATHROOM(1st), 20 20 RECEPTACLES,lst FLR BATHROOM y�`'t•C:�... 5 FOYER(1st),HALL(2nd),DEN(2nd),LAUNDRY(2nd) AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) 6 J❑ JUNCTION BOX DUPLEX RECEPTACLE,MOUNT 19'AFF U.N.O. LIGHTING GARAGE 20 20 RECEPTACLES.ENTRY,FOYER, 7 RECEPTACLES GARAGE GFI(2)&GDO AFCI #12 1 1 #12 AFCI MUDROOM&EXT.GFI(1) 8 DUPLEX RECEPTACLE,ONE SIDE SWITCHED, MOUNT 18"AFF U.N.O. i y� ,, ,'`•' 9 LIGHTING:LIVING,KITCHEN,DINING 20 #12 1 1 #12 20 LIGHTING:W.M.ROOM 10 GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U.N.O %�a�:;.:�';,,,..•�:�`� RECEPTACLES.LIVING,FP,DINING AFCI AFCI RECEPTACLES.W.M ROOM&EXT.GFI(1) '•�,;'r: ;� 20 20 QD DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 RECEPTACLES:KITCHEN COUNTER AFCI #12 1 1 #12 AFCI RECEPTACLES KITCHEN COUNTER 12 TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO 20 20 a TV MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES REFRIGERATOR 14 a TEL TELEPHONE OUTLET,PROVIDE WITH CAT5E CABLE TO MEDIA PANEL,FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING:RANGE HOOD INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES:DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES:RANGE 16 XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING:REAR PATIO 20 20 RECEPTACLES:LAUNDRY,HALL(2nd), Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES:REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI DEN(2nd,OPTIONAL) 18 O C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER N INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 LIGHTING:M.BEDROOM,CLOSET&M.BATHROOM 20 #12 1 1 #12 20 RECEPTACLES:M.BATHROOM >20 Lu KI 12"MAX BELOW COUNTER RECEPTACLES:M.BEDROOM&M BATHROOM AFCI AFCI DEDICATED GFI(2) GFP INDICATES GROUND FAULT PROTECTED 21 #12 1 1 #12 LIGHTING:BEDROOM#2 CLOSET&BATHROOM(2nd) 20 20 LIGHTING:BEDROOM#3 CLOSET 22 WP INDICATES WEATHER PROOF ENCLOSURE RECEPTACLES'BEDROOM#2 AFCI AFCI RECEPTACLES BEDROOM#3 GD INDICATES GARBAGE DISPOSAL C RECEPTACLES:BATHROOM(2nd) 20 20 C-)DW INDICATES DISHWASHER 23 DEDICATED GFI(2) AFCI #12 1 1 #12 AFCI RECEPTACLES:DEDICATED WASHER&DRYER 24 F--C N R INDICATES RANGE 0 N REF INDICATES REFRIGERATOR 25 RECEPTACLES.LIGHTING,ATTIC #12 1 26 Z HD INDICATES RANGE HOOD2 #6 50 FUTURE MAKEUP/SUPPLY Q FP INDICATES FIREPLACE DUCT HEATER(ATTIC) - D INDICATES DRYER 27 28 z 0 WH-1 WALL HEATER Lu W INDICATES WASHER 20 #12 2 'n Q (W M.ROOM) v INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 30 CU-1 L1J Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC J< W SIDE OF INTERIOR DOOR CONDENSING UNIT J C ) 31 HWH-1 32 � 2: (3)Q LU 0 0 GENERAL ELECTRICAL NOTES: ELECTRIC HOT WATER HEATER 30 #10 2 rr,, (BSMT UTILITY) z v Q 2: Z 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,FUEL GAS,AND ENERGY 33 CU-2 34 CONSERVATION CODES OF NEW YORK STATE,2020 NATIONAL ELECTRIC CODE,AND ALL APPLICABLE 2 #12 20 OUTDOOR AC ~LLJ L J Fie uj LOCAL CODES AND/OR AMENDMENTS CONDENSING UNIT U U= ~ 35 AHU-1 GAS FURNACE(BSMT UTILITY) 15 #14 1 36 N w Q Q 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED �W u 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, 37 AHU-2 GAS FURNACE(ATTIC) 15 #14 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 38 PHASE AND CIRCUIT NUMBERS 4 ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHN/THWN COPPER OR EQUIVALENT SIZED 39 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 - - - SPARE 40 ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP. APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - - - - - SPARE 42 5.UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT 7 CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND. L 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS 0 ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH. 0 L 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR N GROUNDING METER STACKw/BREAKERS, /^�ll TERMINAL SERVICE BOXES (3)120/240.200A,1 P,3W W 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG PANEL > ) WIRED PRIOR TO WIRING OR ROUGHING IN 120/240,200A,1P,3W PER SERVICE PROVIDE7R TERMINAL BOX 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS 120/240 V O M.L.O.,TYPE 1 AND AMPERE RATING TO SUIT EACH FUNCTION 1-P,3-W UNIT'C2' (1)2"CONDUIT z N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY0 WITH(3)#3/0 CU RATING TO SUIT EACH APPLICATION.MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES, CATV TEL p : 0 0\ RMS,U.L.SYMMETRICAL UNLESS NOTED OTHERWISE.ALL BUS BARS ARE TO BE COPPER UNIT'A' /^j N 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CATV MP-TEL UNIT'N W CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL m O '- 14.PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL SERVICE GROUND UNIT'C1'TRANSFORMER ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES N 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE = 0 CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF 16,WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT (2)2"CONDUIT WITH(3)#3/0 CU EACH -OR- 17.ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)3-12"CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING,FOR CLARIFICATION CATV DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS (1)1"CONDUIT WITH 18 ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5 5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND(IF#3/0 SERVICE) TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED -OR- APPLIANCE RECEPTACLES.AND RECEPTACLES LOCATED WITHIN CABINETS. #Yo CU GROUND(IF#600 SERVICE) 19 AFIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL - TO BUILDING METAL WATER PIPE DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1"CONDUIT WITH #6 CU GROUND TO SECTION/S.FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL (2)CAT5E CABLE 3/4"x8'GROUND ROD CHARACTERISTICS. CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY.PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-O NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED. 23 PROVIDE FIRE STOPPING AT ALL FIRE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. zzW E$ W�� j-V 0 2 yy�� C- U',� H y j O C O C W U Q F O1 O �Osu o-= po O _ a N U ^Z o U Q WP e• s:�i rr c� Z5 Z5 a \ TV D I FINISHED Z BASEMENT SQ O I > I w a TEL / (� CN O < CN ® ® — n n // C e � O MAKE-UP AIR / MP-TEL EF \ � ry CONTROL PANEL / V1 � - Os co � hJ C / MP-CATV BATH / ~ 1 C AHU Ek-' - ' C� w II N e EP' I z \ O UNFINISHED �i UTILITY 1 � Z� � SE Q w J co N Q \ Lu U 0 N I � I I I UP 1 � r \ )o Z I / O 10 I 1 1 p UNEXCAVATED \ 1 \ a Cal � Q z c: N (" N C= UNEXCAVATED E V) 0 1 UNIT"A"BASEMENT PLAN W/WALKOUT E-1 SCALE:1/4"=1'-0" C U W Z W ,co u � d O N� ;0 [P C W U a Fe ' O OC Q W [ O O _ H _ Q cu U = y Z U ^Z U oe Q 11 WP %finriuurii"'� ��;�C'`NEIY N, .`� 1-117y MASTER s`f'' qWP Cr BATH a TV - /� --� DINING EF / ROOM , \ N. - TV D 0 6'- MASTER N \\ KI �y BEDROOM � \ \ `tt' aTEL\I \ IN THE ATTIC ABOVE N \ OPTIONAL FIREPLACE TEL D w /'`:J OPTIONAL GARBAGE LOCATED IN THE ATTIC 7p7r GFP \ / DISPOSALS / — \ / LIVING F' o WALK-IN Z I I I 'e C L s co O Q'p I \ GD ROOM ( 1_.. O O i Q \ -- / i CL CN O qKItCHEN o DW � {�� OPTIONAL DEN O /� \ � \ \ \ I 8i L\ / OPTIONAL _ REF\\\\ ' K1---- \\ /' w LAUNDRY I �i' DEN Q O � / � t Z \ EF GFP OPTIONAL Q 3 3 D SELECT DRYER — / i W .619 � CL GFP I _—� e 6 ZQ V / ® \ CL q \HALL Z_ I\PANTRY \ s co LINEN \ ' � di LLJ O O \O' I t Q BATH I \� ��—�.bq CO \\O / Lu u MUDROOM �� I F RNACE TTO EF // '� �/ �.L 1'~(�� � Ti / �� � UP Q%�i —�/ BATH i DOWN £ � I � r o /� c'� I \ � OO AHU LOCATEDIN DOWN �'1 WALK-IN / 2e THE ATTIC CL // � WALK-IN 0 0 I 10 / Q I CL Z I . L SWITCH TO CONTROL L OGDO \ \ LIGHTS IN ATTIC co N a TEL GARAGE Z CN ' \ BEDROOM#3 � / FOYER �`-��, BEDROOM#2 � N - O O" � N TV D a TV A 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" E-2 SCALE:1/4"=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE � ____;;`� SYMBOL ABBR DESCRIPTION ,�,'' _"DISCHARGE PIPE TRIM CONNECTIONS u s S orW SOIL or WASTE PIPING INLET �� SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL IfCOLD HOT REMARKS MANUFACTURER MODEL WASTE VENT WATER WATER s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) --------- V VENT PIPING VITREOUS CHINA,TWO-PIECE 1.28 GPF.WHITE, " _ LONGATED BOWL,TANK TYPE,KOHLER K-4636 � "� PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" 1 V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM r�. ® _f% SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH LANS FOR TRIP LEVER LOCATION Lw LW LAUNDRY WASTE PIPING PLAN VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, H CO 0 lao ———— ———— _ _ _ LONGATED BOWL,TANK TYPE,KOHLER K-4636 LV LV LAUNDRY VENT PIPING `v P-1A WATER CLOSET KOHLER K-3998-0 3" 2" �" SEAT,SEE ARCHITECTURAL ELEVATIONS& w c W C o -10 o v iw IW INDIRECT WASTE PIPING LANS FOR TRIP LEVER LOCATION _ ;3 iw CWW CLEAR WATER WASTE PIPING WHITE,VITREOUS CHINA W/OVERFLOW ^Z ° CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" �" ��� °` POLISHED CHROME FAUCET W/POP-UP DRAIN. TP TP TRAP PRIMER PIPING SYSTEM SEE FLOOR PLANS a G G NATURAL GAS PIPING GATE VALVE /// WHITE,PEDESTAL W/OVERFLOW.POLISHED ,.�►��'�"'���,,, cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" ��� ��� ,,,,.��� ��,,NE1y j4 CHECK VALVE CHROME FAUCET W/POP-UP DRAIN. ,�T ��;•�y,: HNV HW DOMESTIC HOT WATER PIPING F Nocw NDCW NON DOMESTIC COLD WATER PIPING P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" WHITE,VITREOUS CHINA W/OVERFLOW,CHROME s r FAUCET W/POP-UP DRAIN. ! -s STEEL COVERBALL VALVE NDERMOUNT,STAINLESS STEEL SINGLE BOWL, > >>�:::;;;�-•,,''�` 06 NATURAL GAS VALVE FLOOR SLAB _ 29 V1"x 15 24"x 7 06"DEPTH,PROVIDE GE BALL AND DRAIN VALVE KITCHEN K-3183 GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, INLET P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2" 2" ��� ��� DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW Qj_jYz PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES OXBOX _ _ _ _ 1 _ /4 TURN BRASS BALL VALVE,LOCATED BEHIND db OS&Y OS&Y GATE VALVE FLOAT VALVES P-4 ICE MAKER BOX SIOUX CHIEF 696-G1000MF EFRIGERATOR,WHITE FINISH � VIV VALVE IN VERTICAL (TYPICAL) Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED Z O a TMV THERMOSTATIC MIXING VALVE Y1=3 WASHING DGE.SEE APPLIANCE SPECIFICATIONS FOR N Y2=3" 12., OXBOX ONE _ _ > Y3= P-5 MACHINE VALVE SIOUX CHIEF 696-2413BF 2" 2" 1/2" 1/�" AN SIZE(S)REQUIRED.DOUBLE HOSE BIBB Lu TRAP PRIMER - &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS 10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT 8 � OCV K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, P-6 TUB KOHLER KOHLER CID 2" 2" 1 „ 1 „ 1 SEWAGE EJECTOR PUMP DETAIL K-1150-0-LA BATH SPOUT.SHOWER ARM W/FLANGE AND w O K-304-KS-NA O 1 CV Q FLOOR DRAIN P-O NO SCALE SHOWERHEAD. ~ �30 OED OPEN END DRAIN NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z< METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-T E1CP 6_4 2 2' h„ SHOWER ARM W/FLANGE AND SHOWERHEAD. Q Lu LOOR DRAIN,SEE SCHEDULE. Z 0 PIPE UNION � Lu 0 3 PIPE CAP OR PLUG 1 „ 1 „ THERMOMETER P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2 2 � � UTILITY SINK FAUCET W/LEVER HANDLES W� ? PIPE CONTINUATION J Ln Z VACUUM RELIEF VALVE O --o PIPE UP THROUGH SLAB ABOVE �� FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER 1 p BLADDER TYPE Z Z --� PIPE DOWN THROUGH FLOOR SHOWNN HOT WATER TO SYSTEM Z Z_ EXPANSION TANK SUPPORTED FROM 2 PIPE RISE/DROP BUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS U = J F•— STRUCTURE OC W&T WASTE AND TRAP w U U Q CO CLEANOUT COLD WATER I AD AREA DRAIN JR SMITH 2142-U - - 2" 2" _ _ AREAWAY,CAST IRON STRAINER,VANDAL o CL V) N 0 �$ � FCO/GCO FLUSH FLOOR/ INLET GRADE CLEANOUT cw PROOF SCREWS W&V WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB - _ _ - �4„ - 1/4 TURN,POLISHED BRONZE,FREEZE PROOF UNION(TYP) - WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT BV BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, HWH-1 HEATER AMERICAN VSCE32119R - - - - 1 1 4.5kw NON-SIMULTANEOUS DUAL ELEMENT >_ VTR VENT THRU ROOF PRESSURE&TEMP PROVIDE WITH EXPANSION TANK,SEE DETAIL RELIEF VALVE Z VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC HOT WITHIN 6"OF FLOOR WATER 120 GAL O NTS NOT TO SCALE HEATER CFH CUBIC FOOT PER HOUR 0 DRAIN VALVE N SF SQUARE FOOT ^^`` L OW LIMIT OF WORK 6 AFF U N.O UNLESS NOTED OTHERWISE FLOOR F r' V&C VALVE&CAP L0 FM FORCE MAIN Z N (INV XX'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL 0 P-0 NO SCALE N GENERAL PLUMBING NOTES 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,PLUMBING,FUEL GAS,AND E ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR V) AMENDMENTS. 2 INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE GAS PIPING TO UNIT --- ---------- INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS C2M BY PLUMBER 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK ________ GAS PIPING TO UNIT ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR I I I I A BY PLUMBER SERVICE THE BUILDING. 4 ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE.ALL SUPPLY PIPING 3/4"AND SMALLER SHALL BE CPVC OR PEX ( I� 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF T-0"BELOW GRADE. I I �I I❑ UNIT C2 LEFT I UNIT A UNIT Cl RIGHT :-E]~-GAS METER BANK 6 ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED I I iI , TO EACH UNIT BY PLUMBING CONTRACTOR 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS I I 1 it OTHERWISE NOTED. 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND I i it PACKAGING.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES 9.MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE 1'-6"UNLESS OTHERWISE NOTED I� 10.PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY. 11.PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING. 3 GAS SITE PLAN-Cl RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED. W Z OC :)w 0.0 y C CD U y ti ; P 0 W U ¢E- rn - ocp W C� Op G O a C 0 c U x t 3 70 V d Z 4"AREAWAY DRAIN Q AD oe U Q PIPE TO FOUNDATION DRAINAGE SYSTEM �.f�tlluyhr GAS (220 (220 CFH) �, '•�� —%"CW 3"S 1 �.., GAS DOWN TO BELOW GRADE G CW h (7 Z O 11/4"GAS DROP 3/4" > (220 CFH) w (2)2„BV o---------- 3'W (2)'I/Y'HW (2)lh'-CW O 2'V CN 4"RADON BELOW SLAB BY GC 2'W8T N (9)'V2"HW 16"HW W 120 GALLON ELECTRIC P-6 36"CW V) HOT WATER HEATER 2v Lu Z HWH-1—� G�I W B_!- 11/4"GAS DRO 3"S _ 3^S HVU )� (220 CFH) /Y'CW Q J i 3/4"G(80 CFH) II 1111 II e— P-1A 2"VS m � - t———Q—— qq p h"HW O 1 Cw cw cw� I '—�����I I�I� CW Z O cw cw o---I. - O m - > 3 S I I (12)I/2 CW LL O (2)2"V A TO PEX Z Z s 4"RADON MANIFOLD O D /4"G(80 CFH) P-2 HVAC UNIT 2., HW COORDINATE PEX PIPING TO NOT °-CL W cw �fl RUN OVER ELECTRICAL PANEL ON u Q U F -2"FM THIS WALL 'n Q w U 0 N HW PEX MANIFOLD 1"HW VALVED DROP SIMPLEX SEWAGE EJECTOR 1"CW VALVED DROP SE-1 CW PEX MAINFOLD SEE DETAIL 3"S 1^ 2'W 4" Z O to VU - O op N Q L0 z c N 1"CW a% N c 3/4„C W 3i rl � N 1"CW DOMESTIC WATER SERVICE 0 UP TO ABOVE GRADE BY SITE CONTRACTOR FP SERVICE (SHOWN FOR COORDINATION ONLY) o � o O Vu J 1"CW DOMESTIC WATER SERVICE 4" FP SERVICE REFER TO CIVIL DRAWINGS FOR CONTINUATION 1 UNIT"A"BASEMENT PLAN W/WALKOUT P-1 SCALE:1/4"=1'-0" W Z j Q O,o H C co V I H p C P OWU QF Oui o o p o O - a aCi U = t m U U ^Z O U It nprrunnnn. NOTE 2,.V ON UNITS W/WALKOUT BASEMENT h"CW S WALL HYDRANT SHALL BE LOCATED ON 3.S 2"V-�- LEVEL BELOW,3'-5'ABOVE GRADE 2 7/ CW Q �..Cw WH+ P-1 �� • 2"S o o 0 h"CW �� • 3"S �I -5 �%4"CW h"HW � P-6A L- FD-B 2"W&T h"CW 2"W O P-2B P-2B h"CW 2"w 7 w h"Hw Z ••• O c •• �� h"CW �'/1 Cw cw 2'W&V 2"W&VLu Hw 33 I I h"H W 1h"HW S�� U UUU 2v 2"V • �"HW P-3 i 2"BV z CN 36" O 1"G(95 CFH0 br*—) • HW ,--TO FIREPLACE O 0 16"HW TO DISHWASHER CW LU C) Jz PIPE 2"W FROM DISHW DISHWASHER TO SINK 1 G �"Cw �� 2,W&V � Z TAILPIECE (95 CFH) 11/4"G 2'WC45 < (155 CFH) 1 1 h"HW 1"G(60 CFH) P-4 /2 HW /1"G(25 CFH) Q V) CL O )L"Cw~C� G cw r r r i G P-7 3"S S —,I I I I 11A"GAS(220 CFH 2"LW&V FDA L.L 2,.LW � (13)�"CW �i cw : P-5 ''nn O I E h CW TT?Tllllll h"HW V O h"HW .r W'G(20 CFH) Z Z LL O N'G(40 CFH) "G(20 CFH) P-1 (9)(fz"HW 4"RADON-,, • O Z 4"RADON-�%- -J 32)2"V (2)2"V LW ------ w (2)2"V ,� 0 I cw 2'VV P-6 • 2'W&T ,.CW '/z Hw p vU, �'Hw L--- P-2AI III cw I /2"CW 1 0-- r r r cw r 2"V i f1"CW o- �.,Hw h,.CW 2 V I I cw YL"CW 3"S • P-1A P-2 P-2 YZ"CW l 2,F 2"W&V 2"W 3"S 2'W&V r1 3/4"G(40 CFH) ••• •••f-th..HW O /2"HW 2'W&V 3"S 2'W 2'W&V YL"Cw iTYPW Z TYPICAL FOR 2 TYPICAL FOR 2 \\-3/4"G(40 CFH) \\-Y4"G(40 CFH) O 0 op N Q z c: � N D" N cw r— DOMESTIC WATER METER W MINIMUM 12"AFF W/SHUTOFF VALVE START OF PLUMBING WORK�� E DOMESTIC WATER SERVICE DOWN TO BELOW GRADE BY SITE CONTRACTOR 3/4"CW WH 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" P-2 SCALE:1/4"=1'-0" Z Z W N O E 0' `u�� c� H 1.- j [P O W U Q FX 0 D C W O t O Q O O c _ �O. N U a3i U V Z Z p oc U Q 2"V—f---}7---i a rIs I " -r-3"V PIPING RUN I IN ATTIC SPACE I 2 V f2'V I _1 Z I O 2'V— LLJ t I t O O I I 2..V N I Z Jz� I Q 2"LVi0---- --I 3—b O o 4'•RADON I 4"VTR— �-- —--0�--r-4'•RADON VTR ,^ > 2"V 0---— O 4 r2— —i O Z Z ---3••V PIPING RUN m I IN ATTIC SPACE FIE Lu W 2 ��-- ---� u V J ~ Q Q t2, I o � V 0 I I L—17 ——-1----(2)2,•V Z O O op N Q O F-- Z Lo C N 0 N O E O 1 UNIT"A"ROOF PLAN P-3 SCALE:1/411=1 1-011 K►1r GATE W,Lx rrH aw EKTA Nl,O'LNDUMF A.IRR s MrN MWC8 1D LIE 03STT 0 i +d WON+(of anmj 1T NISI KIN F1 V RM NT P to 4 �06:K IV jOxnx a,3 1..113 115 f �7 - .IrtP MN1 CLUSTER'A•-23.25,27 LAVENDER WANT 4 JAS M I N E L A N E - U N 1 T A lT \ -1416,t9 LAVENDER AvE 1 ? :� -J�~ e+s TFR -8,10,12 LAVENDER_ME -� it '; +r :; fw -,JMR V-15,17,19(HINDER ME RYE B R O O K y N Y. 1. 115 L��I CLUSTER T'-9,11,13 LAVENDER.Af4E WATER SUPPLY -�� 1n ft2 j: L 1 "?�ii UCl STER•G•-3,5,7 lA+�vOER JUF STATIC PSI: 50 PS 1p ` �-t f,. tP i �' CATER l•-2,4,6 LAVENDER ICE RESID PSI. 40 PS its t' "!i , 1 -pit �j I pp 1 t-0 �1 -2,4,6 ROSE LANE FLOW: 1050 GPM h.f1El ; T 1!�p 11 4S t-kE E3BoI CLUSTER'O-10,11,14 ROSE LANE f16 1 p6 1'T r-�1 ?��i CLUSTER'R.-3,5,1 ROSE MINE t }• 1 / -fig 114, f5 �� '�- ---- CLUSTER�--16,18,20 ROSE LANE . 'Il 1 CLUSTER 7-9.11,13 ROSE-ME fit.t - CLUSTER W-21,23Z HO E`A CKLE LAN[ CLUSTER'X•-15,1719 HONEYSUCKLE WANE r - -- _ _ 110�, J;►ts F, ` `•y-In t>fE,It�REA(m 1 _ - - - �r a,maa wEx ✓ �i, '11 -9.'1,13 HONEYSUCKLE IwE \ s WM(Re,o � �!,c � �m CLUSTER'GG'-3,5,7 PRIMROSE WANE \\\ C v C vim.,JU -8,10,12�MROSE•ANE • �'�\p �p\� " �%�f�' + CLUSTER*K -11,1 t PRIM \ f it 1s ��i'� '�_� .i is R r e Mott WM 3.5 ROSE JWE N \ R`` i,(-' wa+Rr m1c�i I CLUSTER 2t,2325 JASMINE.1wE �-v , 1t3 ( CLUSTER�5S'-13.15,17 JkS31K W NFPA-13D GENERAL NOTES - , . i, TNs,,Drlo,N>� -?x•�'••\'•�, p °fu�>�'1\ v. 11T CLUS WMI" 1,9,1'JASMINE�ANE AS DE IID1 HTWALUOttr `, IElOTE or DE QIIA�FD,� s+, 09 �. t fa �< \ ps CLUSTER V-2,4,6 A5dNE LANE 1 SYSTEM DESIGN-RESIDENTIAL.AREAS VET SYSTEM) 16/• 1 s ,• n �,. �. f11� 1\ 1Y'-1,3,5 JASMINE MIf P ac 1,r'?ram J //�l f13 110`r } CLl1STER �S\\ ,•�.,= } n' •/' 113 %LIl$TTR y�-4,6,8 MULBERR`COURT SPRWLER SYSTEM IS A HYDRAULICALLY CALCULATED MET SYSTEM �\ �� O'FSE,�,Yce= -{I \ \• ,, 12 \ `� / _'°' `-,'{' '�, 19 �` �y��7�p PIPING HAS BEEN SIZED USING A LIGHT HAZARD DENSITY OF.05 GPM OVER MOST REMOTE 4 SPRINKLERS ( \�` �" �.\\%,•' \ \\�%�f '` h CLUSTER AM•-3,5,1 MULBERRY L.OL)Rl N A COMPARTMENT USING RESIDENTIAL SPRINKLER HEADS �: \•\ `'ti;.�1 ^fy 1' i f6 /j / ' MAIOMUM SPRINKLER HEAD SPACING-324 DR.ft .Vt10-TR,SS OR BEAT"--� `\ W-XD SCP.EA■V .:YJ �/�;1,✓ \ ` !,0 jam..,. SYSTEM DESIGN PER N F P A/13D(T013 EDITION) \\ vrc::TRUSS qF RF 1A-- \ �"' h ��r �v WAIFR MW l PIPE MATERIALS J i� '= 2 - _ • ��, ALL.PIPE AND FITTINGS ARE SL.AZEMASTER CPVC OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL 3 CONTRACT INFORMATION N.r.S NTS. l 4 WORK UNDER THIS CONTRACT CONSISTS OF THE FOLLOWNG. r ----- : i DESIGN AND INSTALL A WORKING SPRINKLER SYSTEM PER N F P A-130 2013 EDITION -DRAFT STOPPING SHALL BE PROVIDED BY THE OWNER IN ACCORDANCE WITH THE I.B.C.2003 EDITION. ------ - - - - - --F_11__ SITEPLAN �� ��-BATHROOMS LESS THAN 55 SQ.FT SHALL BE IN COMRJANCE WITH THE REOUIWI"TS OF NFPA-13D 6.6 OWK IC CITE MY[ ALL BATHROOMS ARE NONCOMBUSTIBLE SHEET ROCx NTH A 3O MN THERMAL BARRIER / ,_ N.T.S.-CLOSETS LESS THAN 24 SOFT.SHALL BE IN COMPLIANCE WITH THE REQIIREMENTS OF NFPA-13D 6.6.3. �� PmflDtl - - •'•-. IEW 6•WE OLIE■DI]1H Box CLOSETS ARE CONSTRUCTED OF NONCOMBUSTIBLE SHEET ROCK WITH A 30 MIN THERMAL BARRIER , -EXTERIOR SALCORSES. SPRIW"JR PROTECTION IS PROVIDED 04 AL BALCONIES AND PATIOS OF DME-LNG JJ UNITS IN ACCORDANCE WITH THE IBC 2003 EDITION.SECTION 903.312.1 I.III - 0-la ---- - - - - - - -ATTICS ARE NOT USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EQUIPMENT. - - _- 'III -// I' -.�--1- -{ - ��.-+.'' - ----•---- - �I 14I1i _ I � F I ,[NOTES TO THE OWNER - r PER NFPA -- _ II _ I I Bf•.SEMEN' 6.9'MAINTENANCE _ I e'-0 6.9.1 THE OWNER S-IALt BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM - II. T I AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION ' F 6.9.2 SPRINK_ER SYSTEMS SHALL BE INSPECTED TEST ED AND M1 INTAINED W ACCORDANCE - WITH NFPA 25 STANDARD FOR THE INSPECTION'TESTING AND MAINTENANCE OF -' ` II 3 - - - a10 WA ER-BASED FIRE PROTECTION SYSTEMS - - - _ ` o I - O _ ' IIC)o A.6(THE RESPONSIBILITY FOR PROP-RLY A AINTAINING A SPRINKLER SYST=M IS-HAT OF THE OWNER OR MANAGER WHO SHOULD UNDERSTAND THE.SPrtINK_ER SYSTEM OPERATION - I ' �_a ,�1 . 6_ r. 2-0 FOR FURTHFR IN=ORNIATION SEE\-PA 25 STANDARD FOR THE INSPECTION TESTING 4ND MAINTE\A\,.E _ i a_ OF WATER-BASED=IRE PROTECTION SYSTEMS. 4UDI*TONALLY' V ,_V _ i. - - 1 YOU MUST MAINTAIN SU=FICIENT H_A'THROUGHOUT THE PREMISES TO PREVENI THE WET SYSTEM FROM.FREEZI\r: _ - I =- - i - 2)YOU SHALL IN=ORM TENANTS Or:PROPER CARE NECESSAP.Y T'A•tA1NTAI\ ) _- -- 1- _ DATE AP P RSV D 0 THE SYS'EM --- - -- '• - - �i- '3• #ri.�.��- ,w�- I I � 3)IF THE CONSTRUCTION OR OCCUPANCY IS AL TIERED IN ANY WAY - THF SYSTEM WILL HAVE 10 BE UPDATED.ACCORDINGLY 4 I A + I A �5 _ _ e.-0., DAIH ,��L „�I„ BUILDING INSPECT I age of Rye Brook,Nl ur+,C"I ma'M'm c EA MEAD.Yxx THA,nuul,A wow INFER S1A1OI - _ � � U n Fir H E D ' � I ` AY W+CALL[at 14r MiE 00-IN DMTlp ED WAFM.:I r - _ _ b -r•-7, I VINE T+4E RON SKROt WO PREISA GA.G I,'RSTIAW YAtx - _ �iiti\S l'(LL IT`� - \ C 2-0 -lo-1I - r A0 MCOL 450OTDU3'NOUN.OID DCD�.TOR ASSO&Y MM f SOEan B•PRRRY W YI3%V 01xGA A r1iN tN�ER ArDOE3 \ �� _ _ -1 i I / / ' i - r AM MODEL VMTW WAU OED DER:'%ASMS,V / -- - �- ST SUM SrNMY vMx51w•Mq*A real,wM�aroc Ni0! 1.1 I i r A&MII.�ID,B'MELE OECK EMCD AMORI� � V� sLTa►m aDTDIFtY wua I1tU as M A IDDaw rAWF 5turoEl 1 t-, 7' / T DL c 10 ar wwir Mmu'rf Sl m w-uo,.YAx%rDPAE,A MEAPI mw,ARU 0 � ur Vet U WX Nr am W.ImamR4f tomes IOH -- / W ITTT FOR SINCE WATER PRESRA cKa It 1ES1-J,o rux I` , - { 0 sae a0a s,o� _ - i /i/-' r\EXCAVP.TEC of s,o soot 6O6 - " / Y� i / j �, , -� / el i - / „- - -, 1>r WcuIAX Mm're swan a.--a�,_Wcx TM EANw,A NDrar�,r,>,SIDO+ 11(KIA U UM'24r MOE fW:ZOKE OtlfFiipl 6W r1WNFan Ertl ,><our TO SAI slGWLR - - — / % ;/i Ate, / ,' % - ;. s VA TYPE ti SIFD wDt ISSUE'AG A IEST.a�vox 2'TitE St'RNCE WATER SLFPI•t!E� -- / / 4r Mwr ■r�Ur YLTALI.E MIL 7 rA70,E DQD ZOIE DOM'iU Rqt a; 101E ITPE n2s YVM IPTER PMK GYII a im W*wltx - x � /' ',- -�-'T--t'-���• // // / ' / is/� 1'r.".n..'o'r��i.osay.��......�. ���....oan.-...,�.+•+...�-w.n..w. ..-.... t1f YEwit rQi T28 5»YED L"F1ek.vKx TI,A'COLUMN A Nt0t1Ml tA1PEP SMIO - -- - - / / / % / / / - - T'r, AcAJc IfIA�50 fA0014D G:Ne W,am I,EXCA\AItD //f/ !� {!{ '' e 7 509 607 I , SUE'[.SITI Y YA VES W(M A ND W AWR%rOC -- N 19 2 B SE/Et1T FL._OR 0 V 020 E-E = -Cr �L-/'7 - ---- - -- - - UNIT"C2" UNIT"A" -•�---L • UNIT"C>" VILLAGE DF RRYE B nOK FLOOR ELEVATIONS ��®� A hl��'�- -------.-- BASEMENT TC FIRST FL�T =9'-E° BASEMENT FLOORFIRE EJ A��,,�i��,• y SPRINKLER SYSTEM RISER DETAIL FIRST FLR TO SECONC FLR = 10 FIRE PROTECTION PLAN ¢�� �"�" ° � • 7:s ••r v SCALE.-r 4"z IV" 5YMB13L LEGEND SPRINKLER MEAD LEGEND JOB INFORMATION 1 All pipe locations are to be field measured prior to fabrication Whether or ncYt indicated or the Crav:ir•Us.the fUllOwinc items arc,to be provided: DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN SYMBOL DESCRIPTION SYMBOL DESCRIPTION and ins4allatior.oy the sprinkler Contractor. --read Cabinet spare heads Oral head wrench per NFPA 13 F NEW r PROJECT:KINGFIELD DEVELOPMENT O O HYORs,JUCrtfEIAeCFao6r a RFtE6,J RFWLLRESD7PNtONc:AtFDPE�ENrSgF6O&+LTN>*tc.lg.®1t5DEGTiEE9lapA71+6 ADDRESS:INTERNATIONAL DRIVE ?_All dimensions shown are:end to end -Prcwisicns for flushing connections anr,draining Mal!pipe �!i GENT: 9 REVISIONS: DATE: fGV p '� CMS] EPrATlOR6 v-OPOFS?EL CONTRACT�:0001) CITY:RYE BROOK STATE:NY ZIP:10573 3.High temperature heads are to be field installed where required. -Inspector's test connection shall be provided for each system Q•�, � I;Au1, r 1-•1 EF�ATKINMEFN DFLOOR p a RF,IULEr�sa6 arxR�PoIsECONCFAEnvEloarrspe6ae++alp Ia6e 0mo0EcaEE sni,RA3Ats pipes and hangers are to be installed per NFPA 13. -riydrautic identification plates NFPA'3 required signs O t CLIENT:THE WARJAM GROUP PHONE:19141761-Z50 LL. 5.Gridded wet systems shall provide a relief vake per NFPA 1 j. 4, o W 0°' Io-ol 68A1gRt><'OPOFSrEti CONSTRUCTION:WOOD LTD. - O 6.All new piping is to be hydrostatically tested at:lot less than 200psl It is the building owners responsibility to provide adegoate heat for all areas in the r _z ® mml�'- REH6lE'F'RES,1.'RESCE MLIlD=fA•SOEWAi SPRIYOER+IIIPT,K4.:e1T5MEE.S1l;UM' ADDRESS:5 INTERNATIONAL DRIVE-SUITE 114 for hours.or at 50psi in excess of the miximurr pressure.. building r+rolected by a wet type,sprinkler syslen,and for all water tilled supply pipe valves f 0OLPU0Gt1IFBAT©WXa OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 CT 06457 2 15 INDUSTRIAL PARK PLACE MIDDLETOWN V:hen the maximUln c p- n•type systems. ��� PIPERLSf1P <:- RE11lkE'F'RL56'O,lE7( �QOMAI.�YAl1.SPR[NCE31?rF,d�S.E, DEGR�,SII�R:fI� r r r� pressure to be maintained i_in excess of'S0 ai. and system risers to d c s•.terns. � � I� SYSTEM TYPE:WET �' DATE:1 1/1 1/2020 FIRE SPRINKLER CONTRACTOR CONTACT 7.Aquick opening device is required when dry system volume exceeds .Mir Pressure shall ix maintainer.on all dry type systems ny an approved autor,;atic air Fpp 0781 GOP ��� �' �"" P:860.632.8053 F:860.632-8054 a 500 gallons per NFPA 13. compressor or plant air system spec'ifcaliy approved to:and capable or automalcalty ROFESS� PFEFMIPPI_ o• rtOUrREMB :DRYPE"uW19911KER`WT.OU g•TSDEGROLS LATrn35.WrrHMrF�I DESIGNER:Moo DEUSLE PHONE:(413)53D•SSI WWW•MACKFIRE.COM t3.NFPA 13D apph a.required, maintaininc the required air pressure. 0 ]PIaEE9+oOYm000PIlICSMArN05 AMA:PORT CHESTER ® oY PE1Eu4l�AOJN nTNGTAa TtTTALTHISSMEEY:• TDTALTNIeJIM: FIRE MARSHAL E-MAIL'TDELISLEaQMACKFIRE.COM LICENSES: CT:FI.40291 MA:SC-120494 R1:000347 U. GDOK CONTRACTOR TO ADEUTELY WAI AiED THE SECOND KI 11'DEEP ENGINEETrED F1OOF.TM 0 16'O.0- rkW AREA ABY THE GARAGE 10.VSLF N F1 V ORM NTTHAi THE 17RNUR PIPE DOES NO FKM UP 4 JASMINE LANE - UNIT A I t RYE BRODKy NY■ CDR,,PD(DEN'SR�ER �n a;1N1�1 16'DEEP ENM(EM FM TRl1SS I)16'O-C. 7 %N ALL PIPES AM DE GARAGE 0.10 AS HIGH AM / I MR AS POS561f TO kLOW FOR WU6"AREA Of f(S11LATION _ _ I �• - F � --1 14 .''• •..:1'r,.S MND 7LInfinished - -- --- /- / - -- i i_ �✓,J;I h _- _� - (, ��- - -- Basentent 'E A j1; I.:.;,. GARAGE SECTION ;`= WD DECO OF' ! / S N.T.S. PAVER --- -— - _ "nor Y J DINING ROOM 9-6 / I � �rr/✓rr r r/r , � I i -- -- -_ -- -I- � 'III �( 1 / 1/ ,. a �a •• i /� / � l k 1 / o' ROOM M O0 // �1 � r f y_ - ---- •• ^�,, � s; y_o �_J J '✓ / /� ?'CONTROL VALVE AND All UNDERGROUND pIaPING J i - V -' / / J BEGINS OAIE2S ARE SERVICE kKK ARE PR C ERwCF WATER LINE S LEFT CONTRACT H)'DR\111.IC DFSi(,N ✓ I / - 1.c Akr,. ✓ s / _ ,� .---- THE BASEMENT. Or IP no TIE c •� .9 t� Ji i 1 , HYDRAULIC DESIGN CRITERIA v i j - o- �r I _ /' r uOE)f ON TR SIIt�WD LNE mw L 1• s ♦- !- ;. .. i _I AAm NTD RE PSW n�1(Br aura) Density .05 I - I IY LF npl TIE - I- / Spacing VARIES / / t 'I wr 1IPEM WEIL RON Smog(Br r4lq d Spacing — — �— _ K Factor 4.9 T' Y I i '`+ - ---_ ---- -4 — :J 0• , / —r IKrooa+m M"'C So IN Le Hose Allowance / - /-•�- II 1 i j/ f At TO 1' I o• - L �p'•s' L WO WPM ElIUM(Err OTrEla) This System is Designed to Discharge / / — Y �� I y`. , C �bq4' ^ ^ _ i ��BO1 at o Rate of 05 GPM per sq ft / / �" of Floor Area Over o Remote Area of �i////////r/ //// / Ir � i i PANTY k '�• j ^_ - u / 1 2 Sprinklers when Supplied with Water _ �' 1 o J //' y-0• 1K.0 ��` �,IN _ at the Rote of 34.7 GPM of 42.2 PSI at the FP f1SDM NODE T 'BOO I- 1 1• I t' I � _ i 3 0 0• 0-6E 2- -46 t, ;gyp PSM %~ - I ,' ' �• //r///ii///i//� /////////r/////i J�r//i//r/r /i ffLF---�� % j 9 t i q RA 9R"W ICE N DIM �• s AREA ian m DE nays AeorE r affmax FIRE SEIM IIAZ Uhl oaal „ro�m rK etwE► ,fs ".— / cO•'EK /i///i // rr/i/ri r/r/r//ri/i�i///////✓ ,.-' ' Sr2 r Own VALVE rn;N��:WD d Srt YAW TIPS DT M wo(Eh UTEF6 '� ,�.9, �•`: J G-6 r -_ I, ;__ ♦ / /• ' / i/' V - r LKERVOX FRE SON E ZC'l)wE UP Nm WAZ Elcow.(En amoa — o- e - - % { / ✓ -I - // l / � z / iJ I { GARAGE o f- - ' ✓ �— / ii / / r uoE>Kfaou>o fid SFJsna WEB Lim!OOKEr AND Nm THE me"r pot+(Fn or." r= -•5i7UE5TONE J// i / / , -AWTOIN 01T"N91ADOt 1EID N PAC rill 000 wIE am%ml(MOICIM larL -- - - --- - —— El' UNIT'A wrt , 1 p 11F ff BAZEIK5IER OK RAM SPR 10 F1PE - -' - - � , ) -- II1 F)RAI LI('DFSI(,\ 2'�WYEonmmimmSMtDId— / — 1n DRALILl(-DL-SI(i.\ " FTEE�NSAAl101 so TIN lu FiK1Y DE Moll /- __ - UNIT C 1 MDR ALA IAI IM AN ADCOAR'OPERAIIAIE / — ,%I ,kI,,< � VM TIPS wER r,DA WIN(By 0M LIEW RL ,U 1:kI.�r: Aiet)*THE PEEANDSRW9 I � IkeI1•I(�W 1IRNI111N)P R\(.I r utoE>aa X FIRE SMU WD LK IF — - RX"..CftX 16UAO i — —- -- - —�' Nm IEATED OQOSIAE(Br 0T>fa6 - — �—--•------- HYDRAULIC DESIGN CRITERIA 2'CONTROL VALVE AND All UNDERGROUND PIPPING HYDRAULIC DESIGN CRITERIA 1y-- - - - -/ Density •05 IS BY OTHERS MACK ARE PRO-ECTION'S CONTRACT Density 05 Spacing VARILS BEGINS AT 2•ARE SERVICE WATER LINE LEFT INSIDE Spacing VARIES -r,17'MM MA K K Factor 4 5 THE BASEMENT K Factor .1 Hose Allowance Hose Allowance _ „° CE" FIRST FL D OR FIRE This System Is Designed to Discharge This System is Designeo to Discharge -RESUDGIk MWAX PEA"sa`11111111IN at a Rote of 5 GPM per sq ft —— I at o Rate of .02 GPM per sq ft of F oar Arec Over c Remote Arec of of Floor Arec Over c Remote Arec of 2 Sprinklers wher Supp led w'th Water'5FIRE PROTECTION PLAN 2 Sprinklers when Suppllec will Water INSULA TION DETAIL FOR AL L SPRIN_KL ER a1 the Rate GPM a�PS — --- at the Rate of 2b GPM at_...PSI at the FP D15CHARti KaE SCALE.-1;4'=1-0'• at the FP ObflM NODE t' IN OR ADJACENT TO UNHEA TED SPACES !V T.S. SYMBOL LEGEND SPRINKLER MEAD LEGEND JOB INFORMATION 1 All pit;c;locations ar To Ix-field measrred prior to fabrication Whether or not indi^.a:ed or the drav:intls.the(a11��vyinc•items are-to be provided DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN F SYMBOL DESCRIPTION SYMBOL DESCRIPTION PROJECT:KINGFIELD DEVELOPMENT and installation by The sprinkler contractor. -H1:ac:Cabinet eparn heads ar.i head wretch per NF?A 13 NEW + HrJRAitCRE3�810EPOh- RLN F u9t1' CaNCFAtFDPE�DENtsIWMnFa I ry Ka9+tWOEGaEE SxaAAN 5 ADDRESS:INTERNATIONAL DRIVE 2.All dimensions shown are:end to end -Provisions for floshing conneclions avo draining of all OF y0 REVISIONS: DATE: � � F� E,.�� E.E,ATKINEIEA�'*OPOe�g CONTRACT#:0000 CITY:RYE BROOK STATE:NY ZIP:10573 �3 High temperature heads are to be field installed where requirea. -Inspector's test connection shall be.provided for each system ,r,�i�uGENE,o '9,f. d.All pipes and hangers are to be installed peg NFPA 13 -riydraulic iciertincaiion plates 8 NF?A!3 required signs IL v� * (—I E.E,ATMA3aEFNI51!DR0DR REA&F(a6fgloclleSPoraEooNCFACE1PE1p3irsPtMDH+rrTp�Iu6b.OtODORWIEE SntAgA3ATs �.L to-o) E.ErATK1NV%F0FSTEB CONSTRUCTION:WOOD CLIENT:THE WARJAM GROUP PHONE:1914)761-250 Q 5.Gridded well systems shall provide a relief valve per NFPA 13. co h� (L` � LTD. � � ■ ■ 6.All new piping is to be hydrostatically tested at not less than 200psf It is the building owners responsibility io providE cadegoate heat for all areas in the * CO n LL ® M"'w`' 4' F'RESXRMoE.'mu'KiR¢0A,SWNA-SM.dcla17NPT.Kz.s @175DEVEESKIUZI• ADDRESS:5 INTERNATIONAL DRIVE•SUiTE 114 for 7-hours.or at 5(>psi in exc:es.•of the.maximum pressure, building protected t:y a vvet.type sprinkler system and for all water filled supply pipe valves Z f OCCUPANCY:NFPA 130 CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 N when the maximulr.pressure to be maintaired is in excess of 150psi. and system risers to dT;type systems. ?� �/� RPErjEUP REIAe F'F'�oituTREs�+Dy¢ONAIsf�►►uS�a 17C 05.E,@tW:E SKIR.'a t SYSTEM TYPE:WET 7.A quick opening device is required when dry Systerr volume exceeds Air pressure shall be maintainec,.on all dry type systems,y ar approveri Gulonlatic air � � � DATE:1 1/1 1/2020 FIRE SPRINKLER CONTRACTOR CONTACT P:860.632-B053 F:B60.632•BO54 IL 50C gallons r N.FPA 13, ,compressor or lant air s•stems ifically a roved for and ca able of automatL- `sE`� 0787Z P� PfPEtItSERNPP� 4 Tw'e1Nr'REsm]TN.DR�PEIDB(rsPaKos+ wT R•f9 g 3xq�SK•7rL75,wm tltEEriiyi DESIGNER:TODD DELISLE PHONE:1413)530.551 WWWAACKFIREXOM J p y pr p An PORT 1TF(Et00d�CaUPIJEGSdgTtGs PORTCHESTER P.NFPA 13C apply as required. mainiaintng the required air pressure AMJ: ® o, P1�uAD AD lE 15TNOTAa TOTAL THIS SHEET:• TOTAL THIS Joe: FlRE MARSHAL E-MAIL:TOELISLE@MACKFlRE.COM LICENSES: CT:FI-40291 MA:SC-120494 R1:000347 KIN F1 V RM NT 4 JASMINE LANE - UNIT A RYE BROOKy NYw HYDRA(IAC DFSl0N l\I(\K. L till().,1)1',xrI, HYDRAULIC DESIGN CRITERIA 111 I)RAl LTC DLSIC+1 Density 05 \I' 11 k lit 1)NI K)\I Spacng VARIES HYDRAULIC DESIGN CRITERIA K Factor a a HYDRA!ILI(-DESI(iI\ �I\kl•\at Hose Alowance - Density .05 r'NISR I,�I IIIx)K This System is Designed to Discharge Spacing VARIES \I\411 K Fll•I)k(x-XI at a Rate of 15 GPM per sq It , K Factor 4.9 of Floo Area Over a Remote Area of _ Hose Allowance - HYDRAULIC DESIGN CRITERIA 2 Sprinklers when Supplied with Water �d ---- - - - - - - at the Rate of 32- GPM at 43 8 PSI /__ _. _ This System is Designed to Discharge Density '05 at the FP DMV8(F NODE S' at a Rate of .05 GPM per sq It of Floor Area Over a Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 at the Rate of 26.3 GPM at 36.3 PSI Hose Allowance of the FP DSXW r100E S' - - - - - ---- - - -- - - - - - .r•a.oF°E_l7,•ti This System is Designed to Discharge / - F A RO'3' E:•;;v' of a Rate of .05 GPM per sq ft of Floor Area Over a Remote Area of j 2 Sprinklers when Supplied with Woter at the Rate of 28.E GPM at 39.8 PSI at the FP 06DW0 NWE S' r�� r!� ( LINE J:WA! _ - - Z// -�/ / - - - �z Ile S7 O d, MASTER ' / T lo MAS-ER HN DR\L I IC 1)F;SI(�\' / c I- iBEDROOM 11'1 I H%v 1 ✓ _ r / :✓ _ � t• i � / , r HYDRAULIC DESIGN CRITERIA r•(� ,I NA_K-IN \/ A IG-0 / US .� / r (!,+ 9'-0' Elf Density / / ✓ / Spacing VARIES / / / f A _I ' ; \ K Factor 4.g / / t I.up FIW 1fF % y' \\ �ZlIIIlIlT111lJf1.l CIJJJJ_ZZ/� Hose Allowance / t' / _ - /�/// //}!f A N HALL � n e! This System is Designed to Discharge St I. i i IU - a SKI-I;H" r f of a Rate of .05 GPM per sq ft r, of Floor Area Over o Remote Area of 'I i' \2 Sprinklers when Supplied with Water � �' - 4V /• of the Rate of 3a.4 GPM of 45.1 PSI at the FP OMMIM NODE S' AU14DRY If / /" /' '• ✓- � LINEt. `TAIR BATH X / 7- / o- WALK-In $510 / gas ROOF / / I �•. .� /• tip +`na L IL BE_`<00ty i) 3EDROOty, j' � j D O P = � 9-o' •�J %I I�• ,: nvr7 ti r; / / ONE / - -- ------- c - -- - - - NOTE. ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR Sftk,BE LOCATED Al 0'-7'BELOW THE CEILING \ rr rr 1.)DRAI'Ll( T)FSI(i\ rr rr rr -- - - UNIT C2 'l,I ,kt,�+ UNIT A UNIT C> ----- -- - - - - HYDRAULIC DESIGN CRI1 FRIA SECOND FL OOR FIRE Density •05 FIRE PROTECT/ON PLAN Spacing ARIE'. K Factor 4.4 SCALE.-14"-1'-0" I Hose Allowance Th,s System is Designee to Discharge a o Rote of O5 GPM per so'' of Floor Arec Over a Remote Arec of 2 Sprinklers wher Supplies witt'Water of the Rote of 3..6 GPM at a- PS at the FP OtSDAV NODE'S' t 1 AN pipe locations are to be field measured prior to fabncatlos Whether or not tndica ed of I"Ctay.IrUc.the fo{lov.irc Items SYMBOL LEGEND SPRINKLER HEAD LEGEND are to be provided • - DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN JOB INFORMATION SYMBOL DESCRIPTION BYMBOL DESCRIPTION and installation oy the sprinkler contractor. --lead Cabinet spare head~ar+i!lead wrench per NFPA f's OF NEW Y� PROJECT:KINGFIELD DEVELOPMENT + NY�t1JJCR6EA8LT o0N a Rettl4F Ft Ce9u ItE�F('t�G'�ItFwttDtEbENtSvaNaHt tzry It.(9®tesoEGREE.SniRAu 5 ADDRESS:INTERNATIONAL DRIVE 2.All dimensions shown are.end to end Provisions for fl,,shmc corne uons and draining Mail pFpe Ali GENF 9 REVISIONS: DATE: �V p �- L+.�D EE,ATIONMEaF•WOrS'Eti CONTRACTZ:000O CITY:RYE BROOK STATE:NY ZIP:10573 3 Hiah temperature hearts are to be field instaNed where•equlrea. -Inspector's test::onnection shall ix provided for each stistem ��„� * 1-1 EFrATI0NAM01EF1!�YE9RtlaR •t;SbEgaotREsvol6Et�NtFetl,aE�pBrtSVI■a&+�nFP•icrt5®)Oetl�Srt+RfuuS 4 All'pipes and hangers are to be installed per NFPA 13 -•iydrnu!i(,identification plates&NFPA 13 required signs CO� O � CLIENT:THE WARJAM GROUP PHONE:1914)761.250 O h n u-o) EFrATION�•aPOFSTEEL CONSTRUCTION:WOOD 5 Gadded wet systems slat{provide a relief vale per NFPA;;. • Kn W LTD. - ■ ■ 1 P 9 P y t r eq� _ mm qn- 11 R6Y�B17,FES J.'RESDENFNI HORZMA.SMNA_SPVKB•74PT KA4 I?S WEE.SN s OM 7 All newpipingIs to be hydrostatically t23ied at not toss than 2C•O�i It is the building owners'es onsibi!it o provide ad rate hens for.all area,in the r 2 ® � 9 ADDRESS:5 INTERNATIONAL DRIVE-SUITE 114 for,hors.or at 5(ipsi in excess of the maximum pressure building p^otected b)a we-typrn�prinl:ler system and fo•all water filled suppl°;!pe va + � •f GbWf0 OCCUPANCY:NFPA 130 CITY:RYE BROOK STATE:NY ZIP:10573 In/-� WERISEUP c RELW*F,;Wtit!«]ERE$Pp$E�DgQdl'ALSTDEWALLSRMVLE217NFK$6@UJFfr1E'ESKIRA• 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 v:ner the maximuir pressure tc b�mailtlaired is m eaCe,s of 150psi. ,end system riser5'e dt�t)-pe systems. � �u= SYSTEM TYPE:WET s o�s'rZ P:860.632.8053 F:860.632.8054 a 7.A qulcl,opening devise is requires v:tlen dry.�sterr•e!ume exceeds Air pressure shall be maintalnec:on all dry type sys•ems oy ar+approved autonlatic air Fp �P �/� �'�'a�A DATE:1 1/1 I/202D FIRE SPRINKLER CONTRACTOR CONTACT 500 gallons per NFPA.13. compressor or plant air system spectflca6 approved for and capable of ausomasically, pROFES`r�O ��+�-F {� r�o�trRFscEtFl�.°R PE'DertsPwu>R"WT0411G'TSO�S10TfrX"�n'tIx•E`& WWWAACKFIREXOM H.NFPA 130 apply as•equired main.atnn g the required air pressir, 0 ]PKCAOM00l,?=1Rr= PORT CHESTER DESIGNER:TROD DEUSLE PHONE:1413)53D•551 ® oT PRU4L)L OJE.tsw7gis TOTALTMI9 SHEET:• TOTA,TH19 Joe:- AHJ:FIRE MARSHAL E-MAIL,TDEUSLECMACKFIRE.COM LICENSES: CT:FI-40291 MA:SC-120494 R1:000347 FIELDWORK COMPLETED: June 23, 2022 FILED MAP REFERENCE: Subdivision Map of "Kingfield" F.M. No. 29210 filed August JO, 2018 Subject Lot:98 , Known as 4 Jasmine Lane ane ja,9m1ne Town of Rye Tax ID: Section 129.025 Block 1 Lot 1.48 Access, Water & Sewer Ease. Per F.M. 29210 (Asphalt Pavement) Legend Stone Curb (TYP•) R=692.00' AC- Air Conditioning UnitIL = ©— Sewer Cl can ou t CRW— Concrete Retaining Wall Pavers Pavers Drive ® — Curb Stop Water Service Walk Drive ® — Electric Box ®— Electric Manhole — Gas Valve — Ligh t Pole ©— Telecommunication Box ®— Transformer Pad O— Water Valve w w w Area= 2 533 Sq Ft.1 w w N o�0 IN0�0 FD ECIE VIM To date, no Title Report or Abstract of Title has nn P Z to been provided. This survey is subject to a AUGz 9 2022current, up to date Title Report. 10 Property corner monuments were not placed as VILLAGE OF RYE BROOK part of this survey. BUILDING DEPARTMENT - This map may not be used in connection with a Deck Deck "Survey Affidavit" or similar document, statement Built Survey or mechanism to obtain title insurance for any Deck As subsequent or future grantees. wood a sm e Lane ,Fence 4 �n Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is N4732'10"W Unit a violation of Section 7209, sub—division 2, of 28.83 1­�., the New York State Education Law. Prepared for Common Area 1 � "NOT BUILDING LOTS" According to NYSAPLS policy adopted maps January 23, S Homes lnc 1993, the alteration of surveys b one Y anyone ,. other than the original preporer is misleoding, sfJate h me confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors To wn of Rye Y moP , shall not alter surve s lans or survey P survey plats prepared by others. Westchester County, New York _. k :4 r = 20P Date: ou st sons ENGINEERING, SUHVEYING & GRAPHIC SCALE LANDSCAPE ARCHITECTURE, P.C. 0' 20' 40' 3 Garrett Place • Carmel, New York 10512 JEFFRE Y B. D eR OSA, L S Phone (845) 225—9690 • Fox (845) 225—9 71 7 UILT New York State License No. 050749 www.insite—eng.com DOCUMENT Q 2022 In si to Engineering, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Maps/Lot 98.d wg